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1

Newnan Wtr, Sewer & Light Comm | Open Energy Information  

Open Energy Info (EERE)

Newnan Wtr, Sewer & Light Comm Newnan Wtr, Sewer & Light Comm Jump to: navigation, search Name Newnan Wtr, Sewer & Light Comm Place Georgia Utility Id 13547 Utility Location Yes Ownership M NERC Location SERC NERC SERC Yes Activity Distribution Yes References EIA Form EIA-861 Final Data File for 2010 - File1_a[1] LinkedIn Connections CrunchBase Profile No CrunchBase profile. Create one now! This article is a stub. You can help OpenEI by expanding it. Utility Rate Schedules Grid-background.png Commercial Power Rates Commercial Large Power Service Industrial Residential Power Rates Residential Security Lighting - 100 Watt (Decorative) Lighting Security Lighting - 1000 Watt (Directional Flood) Lighting Security Lighting - 1000 Watt (Metal Halide Flood) Lighting Security Lighting - 100W (Cobra or Open) Lighting

2

Fitzgerald Wtr Lgt & Bond Comm | Open Energy Information  

Open Energy Info (EERE)

Fitzgerald Wtr Lgt & Bond Comm Fitzgerald Wtr Lgt & Bond Comm Jump to: navigation, search Name Fitzgerald Wtr Lgt & Bond Comm Place Georgia Utility Id 6380 Utility Location Yes Ownership M NERC Location SERC NERC RFC Yes Activity Distribution Yes Activity Bundled Services Yes References EIA Form EIA-861 Final Data File for 2010 - File1_a[1] LinkedIn Connections CrunchBase Profile No CrunchBase profile. Create one now! This article is a stub. You can help OpenEI by expanding it. Utility Rate Schedules Grid-background.png Commercial Commercial Industrial Industrial Residential City Residential Residential Rural Residential Average Rates Residential: $0.1000/kWh Commercial: $0.1140/kWh Industrial: $0.0817/kWh References ↑ "EIA Form EIA-861 Final Data File for 2010 - File1_a"

3

EM, County Install Sewer Line for Development  

Broader source: Energy.gov [DOE]

Crews are installing a sewer line in the Portsmouth site to connect EM’s sewer treatment facility to the Pike County Manufacturing Center, which is being developed.

4

The Impact of Emerging Technologies: Proteins' Baby Pictures -Techno... http://www.technologyreview.com/BioTech-Genomics/wtr_16635,312,p... 1 of 2 3/30/2006 9:06 AM  

E-Print Network [OSTI]

The Impact of Emerging Technologies: Proteins' Baby Pictures - Techno... http://www.technologyreview.com/BioTech-Genomics in looking at low-activity genes. Much of the genome, however, is not highly active. In his experiments, Xie Technologies: Proteins' Baby Pictures - Techno... http://www.technologyreview.com/BioTech-Genomics/wtr_16635

Heller, Eric

5

Fermilab | Tritium at Fermilab | Tritium in Sanitary Sewers  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

program, we routinely sample our sanitary sewer water that is discharged to wastewater treatment systems in the cities of Batavia and Warrenville. Samples taken from...

6

EA-0907: Idaho National Engineering Laboratory Sewer System Upgrade  

Broader source: Energy.gov (indexed) [DOE]

7: Idaho National Engineering Laboratory Sewer System Upgrade 7: Idaho National Engineering Laboratory Sewer System Upgrade Project, Idaho Falls, Idaho EA-0907: Idaho National Engineering Laboratory Sewer System Upgrade Project, Idaho Falls, Idaho SUMMARY This EA evaluates the environmental impacts of a proposal to upgrade the Sewer System at the U.S. Department of Energy's Idaho National Engineering Laboratory (INEL) near Idaho Falls, Idaho. The proposed action would include activities conducted at the Central Facilities Area, Test Reactor Area, and the Containment Test Facility at the Test Area North at INEL. PUBLIC COMMENT OPPORTUNITIES None available at this time. DOCUMENTS AVAILABLE FOR DOWNLOAD April 1, 1994 EA-0907: Finding of No Significant Impact Idaho National Engineering Laboratory Sewer System Upgrade Project

7

Short communication: ANFIS-based approach for predicting sediment transport in clean sewer  

Science Journals Connector (OSTI)

The necessity of sewers to carry sediment has been recognized for many years. Typically, old sewage systems were designated based on self-cleansing concept where there is no deposition in sewer. These codes were applicable to non-cohesive sediments (typically ... Keywords: ANFIS, Regression analysis, Sediment transport, Sewer pipes, Sewer sediments

H. Md. Azamathulla; Aminuddin Ab. Ghani; Seow Yen Fei

2012-03-01T23:59:59.000Z

8

JOINT OPTIMISATION OF SEWER SYSTEM AND TREATMENT PLANT CONTROL  

Science Journals Connector (OSTI)

Large cities in most of the cases are equipped with combined sewer systems discharging to waste water treatment plants. This is also the case for the City of Vienna. This city has just extended its Main Treatm...

HELMUT KROISS

2006-01-01T23:59:59.000Z

9

Water/Wastewater Engineering Report (Storm Sewer/Infiltration Sanitary Sewage Separation-M1 Model)  

E-Print Network [OSTI]

In some cities, the municipal sewer system collects both storm water and sanitary sewage in the same pipes. During dry weather these sewers carry all the sanitary sewage to the wastewater treatment plant for treatment. However, when rainstorms...

Liu, Z.; Brumbelow, K.; Haberl, J. S.

2006-10-30T23:59:59.000Z

10

Project L-070, ``300 Area process sewer piping system upgrade`` Project Management Plan  

SciTech Connect (OSTI)

This document is the project management plan for Project L-070, 300 Area process sewer system upgrades.

Wellsfry, H.E.

1994-09-16T23:59:59.000Z

11

Santa Clara Water and Sewer - Solar Water Heating Program | Department of  

Broader source: Energy.gov (indexed) [DOE]

Water and Sewer - Solar Water Heating Program Water and Sewer - Solar Water Heating Program Santa Clara Water and Sewer - Solar Water Heating Program < Back Eligibility Commercial Local Government Residential Savings Category Heating & Cooling Solar Swimming Pool Heaters Water Heating Commercial Heating & Cooling Program Info State California Program Type Leasing Program Provider City of Santa Clara Water and Sewer Utility In 1975, the City of Santa Clara established the nation's first municipal solar utility. Under the Solar Water Heating Program, the Santa Clara Water and Sewer Utilities Department supplies, installs and maintains solar water heating systems for residents and businesses. In addition, the city has also installed solar energy equipment for a number of its own facilities. Solar equipment is available from the city for heating swimming pools,

12

Microsoft Word - Longview_SewerMainProject_CX_2012.docx  

Broader source: Energy.gov (indexed) [DOE]

2 2 REPLY TO ATTN OF: KEC-4 SUBJECT: Environmental Clearance Memorandum Dawneen Dostert Project Manager - TERR-LMT Proposed Action: City of Longview Pump Stations and Force Main Project Categorical Exclusions Applied (from Subpart D, 10 C.F.R. Part 1021): B4.9 - Multiple use of DOE powerline rights-of-way Location: Longview, Cowlitz County, Washington T7N, R2W, Section 5: T8N, R2W, Section 32: and T8N, R2W, Section 31 Proposed by: Bonneville Power Administration (BPA) Description of the Proposed Action: BPA proposes to grant a multiple use request submitted by the City of Longview, Washington, to permanently install an underground sewer line and temporarily locate staging areas within a BPA transmission line right-of-way. The proposed

13

A review of the Y-12 Plant discharge of enriched uranium to the sanitary sewer (DEUSS)  

SciTech Connect (OSTI)

The Oak Ridge Y-12 Plant is situated adjacent to the Oak Ridge city limits and is operated by the United States Department of Energy (DOE). The Y-12 Plant is located on 4,860 acres, which is collectively referred to as the Y-12 Plant site. Among the missions for which the facility is in existence are producing nuclear weapons components, supporting weapon design laboratories, and processing special nuclear materials (SNM). The Y-12 Plant is under the regulatory guidance of DOE Order 5400.5 and has complied with the technical requirements governing SNM since its issue. However, an in-depth review with appropriate documentation had not been performed, prior to the effect presented herein, to substantiate this claim. As a result of the solid waste issue, it was determined that other types of waste should be formally reviewed for content with respect to SNM. Therefore, a project was formed to investigate the conveyance of SNM through the sanitary sewer system. It is emphasized that this project addresses only effluent from the sanitary sewer system and not the storm sewer system. The project reviewed sanitary sewer data both for the Y-12 Plant and the Y-12 Plant site.

Not Available

1991-09-01T23:59:59.000Z

14

Physical and chemical parameters in wastewater and at the water-sediment interface in sewer network  

E-Print Network [OSTI]

Physical and chemical parameters in wastewater and at the water- sediment interface in sewer parameters and concentrations of major ions, trace metals and sulphur species in wastewater but also, to the biogeochemical transformation of inorganic and organic compounds present in the wastewater (Ashley et al., 2004

Paris-Sud XI, Université de

15

An investigation of leaky sewers as a source of fecal contamination in the stormwater drainage system in Singapore  

E-Print Network [OSTI]

A preliminary investigation was conducted into possible pathways for fecal contamination to enter stormwater drains from leaky underground sewer lines in Singapore. The island's drainage channels flow into catchment ...

Doshi, Janhvi (Janhvi Manoj)

2012-01-01T23:59:59.000Z

16

Update summary of the 1991 discharge of enriched uranium to the sanitary sewer (DEUSS) report  

SciTech Connect (OSTI)

Since the 1991 Y-12 Plant report, a flow study of the Y-12 Plant sanitary sewer collection system has been completed by the Y-12 Plant staff (Hanzelka and Maguire, 1993). Additional data has been obtained by the Y-12 Plant and the City of Oak Ridge (COR, 1994). COR developed limits on radionuclide concentrations in sludges used for land application (Stetar, 1993). Martin Marietta Energy Systems has provided recommendations to the Department of Energy (DOE) regarding the impacts of sludge land farming operations on the ORR (Frye, 1992). The DOE Office of Nuclear Safety (USDOE, 1993) completed an audit of activities related to radiological contamination of the COR sewer system due to DOE operations. In addition COR is currently developing limits on radionuclide releases for all industrial customers to be applied through the permitting process. In 1994, a new sanitary sewer monitoring station was installed and began operation at the Y-12 Plant to determine releases specifically from the Y-12 Plant. Previously, estimates were based on mass balance calculations using data from the City Monitoring Station which monitors Union Valley and Y-12 Plant releases. The purpose of this report is to update the 1991 Y-12 Plant study taking into account current data and information.

NONE

1995-04-01T23:59:59.000Z

17

Evaluation of exposure pathways to man from disposal of radioactive materials into sanitary sewer systems  

SciTech Connect (OSTI)

In accordance with 10 CFR 20, the US Nuclear Regulatory Commission (NRC) regulates licensees` discharges of small quantities of radioactive materials into sanitary sewer systems. This generic study was initiated to examine the potential radiological hazard to the public resulting from exposure to radionuclides in sewage sludge during its treatment and disposal. Eleven scenarios were developed to characterize potential exposures to radioactive materials during sewer system operations and sewage sludge treatment and disposal activities and during the extended time frame following sewage sludge disposal. Two sets of deterministic dose calculations were performed; one to evaluate potential doses based on the radionuclides and quantities associated with documented case histories of sewer system contamination and a second, somewhat more conservative set, based on theoretical discharges at the maximum allowable levels for a more comprehensive list of 63 radionuclides. The results of the stochastic uncertainty and sensitivity analysis were also used to develop a collective dose estimate. The collective doses for the various radionuclides and scenarios range from 0.4 person-rem for {sup 137}Cs in Scenario No. 5 (sludge incinerator effluent) to 420 person-rem for {sup 137}Cs in Scenario No. 3 (sewage treatment plant liquid effluent). None of the 22 scenario/radionuclide combinations considered have collective doses greater than 1000 person-rem/yr. However, the total collective dose from these 22 combinations was found to be about 2100 person-rem.

Kennedy, W.E. Jr.; Parkhurst, M.A.; Aaberg, R.L.; Rhoads, K.C.; Hill, R.L.; Martin, J.B. [Pacific Northwest Lab., Richland, WA (United States)

1992-05-01T23:59:59.000Z

18

Remediation of Mercury-Contaminated Storm Sewer Sediments from the West End Mercury Area at the Y-12 National Security Complex in Oak Ridge, Tennessee - 12061  

SciTech Connect (OSTI)

The Y-12 National Security Complex in Oak Ridge, TN has faced an ongoing challenge from mercury entrapped in soils beneath and adjacent to buildings, storm sewers, and process pipelines. Previous actions to reduce the quantity and/or mobilization of mercury-contaminated media have included plugging of building floor drains, cleaning of sediment and sludge from sumps, manholes, drain lines, and storm sewers, lining/relining of storm sewers and replacement of a portion of the storm sewer trunk line, re-routing and removal of process piping, and installation of the Central Mercury Treatment System to capture and treat contaminated sump water. Despite the success of these actions, mercury flux in the storm sewer out-falls that discharge to Upper East Fork Poplar Creek (UEFPC) continues to pose a threat to long-term water quality. A video camera survey of the storm sewer network revealed several sections of storm sewer that had large cracks, separations, swells, and accumulations of sediment/sludge and debris. The selected remedy was to clean and line the sections of storm sewer pipe that were determined to be primary contributors to the mercury flux in the storm sewer out-falls. The project, referred to as the West End Mercury Area (WEMA) Storm Sewer Remediation Project, included cleaning sediment and debris from over 2,460 meters of storm sewer pipe followed by the installation of nearly 366 meters of cure-in-place pipe (CIPP) liner. One of the greatest challenges to the success of this project was the high cost of disposal associated with the mercury-contaminated sludge and wastewater generated from the storm sewer cleaning process. A contractor designed and operated an on-site wastewater pre-treatment system that successfully reduced mercury levels in 191 cubic meters of sludge to levels that allowed it to be disposed at Nevada Nuclear Security Site (NNSS) disposal cell as a non-hazardous, low-level waste. The system was also effective at pre-treating over 1,514,000 liters of wastewater to levels that met the waste acceptance criteria for the on-site West End [wastewater] Treatment Facility (WETF). This paper describes the storm sewer cleaning and lining process and the methods used to process the mercury-contaminated sludge and wastewater, as well as several 'lessons learned' that would be relevant to any future projects involving storm sewer cleaning and debris remediation. (authors)

Tremaine, Diana [Science and Ecology Corporation, Knoxville, Tennessee, 37931 (United States); Douglas, Steven G. [B and W Y-12, Oak Ridge, Tennessee, 37831 (United States)

2012-07-01T23:59:59.000Z

19

Remaining Sites Verification Package for the 1607-F3 Sanitary Sewer System, Waste Site Reclassification Form 2006-047  

SciTech Connect (OSTI)

The 1607-F3 waste site is the former location of the sanitary sewer system that supported the 182-F Pump Station, the 183-F Water Treatment Plant, and the 151-F Substation. The sanitary sewer system included a septic tank, drain field, and associated pipeline, all in use between 1944 and 1965. In accordance with this evaluation, the verification sampling results support a reclassification of this site to Interim Closed Out. The results of verification sampling demonstrated that residual contaminant concentrations do not preclude any future uses and allow for unrestricted use of shallow zone soils. The results also showed that residual contaminant concentrations are protective of groundwater and the Columbia River.

L. M. Dittmer

2007-04-26T23:59:59.000Z

20

Remaining Sites Verification Package for the 100-F-26:10, 1607-F3 Sanitary Sewer Pipelines (182-F, 183-F, and 151-F Sanitary Sewer Lines), Waste Site Reclassification Form 2007-028  

SciTech Connect (OSTI)

The 100-F-26:10 waste site includes sanitary sewer lines that serviced the former 182-F, 183-F, and 151-F Buildings. In accordance with this evaluation, the verification sampling results support a reclassification of this site to Interim Closed Out. The results of verification sampling show that residual contaminant concentrations do not preclude any future uses and allow for unrestricted use of shallow zone soils. The results also demonstrate that residual contaminant concentrations are protective of groundwater and the Columbia River.

L. M. Dittmer

2007-12-03T23:59:59.000Z

Note: This page contains sample records for the topic "newnan wtr sewer" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


21

Isolation of heavy metal influx to the Cookeville sanitary sewer system and impact on municipal sludge management  

SciTech Connect (OSTI)

The city of Cookeville, Tennessee, has been experiencing problems with municipal sludge management. Of particular concern was the high concentration of regulated trace metals in the sludge. Primarily, cadmium limited the amount of sludge which was spread on the available cropland in 1985. The purpose of this project was to determine the major sources of heavy metal influx to the city's sanitary sewer system and the potential effects of heavy metals on sludge management. In general, the findings of the study indicate that city enforcement of existing State of Tennessee and city industrial pretreatment requirements will most likely extend the useful life of the currently available 388 ha land application sites to as much as ten years for certain sites. Cadmium governed the annual sludge application rates to the agricultural land. One plating industry discharged over 90% of the cadmium, copper, nickel, and zinc mass to the sanitary sewer. In addition, during 1986, the average concentration of most of the trace metals monitored in the municipal sludge deceased from levels reported in 1985.

George, D.B.; Borup, M.B.; Adams, V.D.; Prehn, M.P. (Tennessee Technological Univ., Cookeville (USA))

1989-04-01T23:59:59.000Z

22

Remaining Sites Verification Package for the 1607-F1 Sanitary Sewer System (124-F-1) and the 100-F-26:8 (1607-F1) Sanitary Sewer Pipelines Waste Sites, Waste Site Reclassification Form 2004-130  

SciTech Connect (OSTI)

The 1607-F1 Sanitary Sewer System (124-F-1), consisted of a septic tank, drain field, and associated pipelines that received sanitary waste water from the 1701-F Gatehouse, 1709-F Fire Station, and the 1720-F Administrative Office via the 100-F-26:8 pipelines. The septic tank required remedial action based on confirmatory sampling. In accordance with this evaluation, the verification sampling results support a reclassification of this site to Interim Closed Out. The results of verification sampling show that residual contaminant concentrations do not preclude any future uses and allow for unrestricted use of shallow zone soils. The results also demonstrate that residual contaminant concentrations are protective of groundwater and the Columbia River.

L. M. Dittmer

2008-03-14T23:59:59.000Z

23

Macroscopic corrosion front computations of sulfate attack in sewer pipes based on a micro-macro reaction-diffusion model  

E-Print Network [OSTI]

We consider a two-scale reaction diffusion system able to capture the corrosion of concrete with sulfates. Our aim here is to define and compute two macroscopic corrosion indicators: typical pH drop and gypsum profiles. Mathematically, the system is coupled, endowed with micro-macro transmission conditions, and posed on two different spatially-separated scales: one microscopic (pore scale) and one macroscopic (sewer pipe scale). We use a logarithmic expression to compute values of pH from the volume averaged concentration of sulfuric acid which is obtained by resolving numerically the two-scale system (microscopic equations with direct feedback with the macroscopic diffusion of one of the reactants). Furthermore, we also evaluate the content of the main sulfatation reaction (corrosion) product---the gypsum---and point out numerically a persistent kink in gypsum's concentration profile. Finally, we illustrate numerically the position of the free boundary separating corroded from not-yet-corroded regions.

Chalupecký, Vladimír; Kruschwitz, Jens; Muntean, Adrian

2012-01-01T23:59:59.000Z

24

Remaining Sites Verification Package for the 1607-F4 Sanitary Sewer System, Waste Site Reclassification Form 2004-131  

SciTech Connect (OSTI)

The 1607-F4 waste site is the former location of the sanitary sewer system that serviced the former 115-F Gas Recirculation Building. The system included a septic tank, drain field, and associated pipeline that were in use from 1944 to 1965. The 1607-F4 waste site received unknown amounts of sanitary sewage from the 115-F Gas Recirculation Building and may have potentially contained hazardous and radioactive contamination. In accordance with this evaluation, the verification sampling results support a reclassification of this site to Interim Closed Out. The results of verification sampling demonstrated that residual contaminant concentrations do not preclude any future uses and allow for unrestricted use of shallow zone soils. The results also showed that residual contaminant concentrations are protective of groundwater and the Columbia River.

L. M. Dittmer

2007-12-03T23:59:59.000Z

25

Remaining Sites Verification Package for the 100-B-14:1 Process Sewer, Waste Site Reclassification Form 2004-005  

SciTech Connect (OSTI)

The 100-B-14:1 subsite encompasses the former process sewer main associated with the 105-B Reactor Building, 108-B Chemical Pumphouse and Tritium Separation Facility, 184-B Boiler House and the 100-B water treatment facilities, as well as the feeder lines associated with the 108-B facility, formerly discharging to the 116-B-7 Outfall Structure. The subsite has been remediated to achieve the remedial action objectives specified in the Remaining Sites ROD. The results of verification sampling demonstrated that residual contaminant concentrations do not preclude any future uses and allow for unrestricted use of shallow zone soils. The results also showed that residual contaminant concentrations are protective of groundwater and the Columbia River.

L. M. Dittmer

2007-02-22T23:59:59.000Z

26

Remaining Sites Verification Package for the 100-C-9:1 Main Process Sewer Collection Line, Waste Site Reclassification Form 2004-012  

SciTech Connect (OSTI)

The 100-C-9:1 main process sewer pipeline, also known as the twin box culvert, was a dual reinforced process sewer that collected process effluent from the 183-C and 190-C water treatment facilities, discharging at the 132-C-2 Outfall. For remedial action purposes, the 100-C-9:1 waste site was subdivided into northern and southern sections. The 100-C-9:1 subsite has been remediated to achieve the remedial action objectives specified in the Remaining Sites ROD. The results of verification sampling show that residual contaminant concentrations do not preclude any future uses and allow for unrestricted use of shallow zone soils. The results also demonstrate that residual contaminant concentrations are protective of groundwater and the Columbia River.

L. M. Dittmer

2007-06-11T23:59:59.000Z

27

Remaining Sites Verification Package for the 100-D-50:5 Process Sewers (183-DR Sedimentation Basin Drains), Waste Site Reclassification Form 2006-025  

SciTech Connect (OSTI)

The 100-D-50:5 subsite encompasses the southern process sewers formerly servicing the 183-DR coagulation and sedimentation basins and proximate surface runoff collection drains. The results of confirmatory sampling of pipeline sediments and underlying soils at the 100-D-50:5 subsite demonstrated that residual contaminant concentrations do not preclude any future uses and allow for unrestricted use of shallow zone soils. The results also showed that residual contaminant concentrations are protective of groundwater and the Columbia River.

L. M. Dittmer

2007-11-06T23:59:59.000Z

28

Remaining Sites Verification Package for the 100-C-9:2 Sanitary Sewer Pipelines, Waste Site Reclassification Form 2004-013  

SciTech Connect (OSTI)

The 100-C-9:2 sanitary sewer pipelines include the feeder pipelines associated with the 1607-B8, the 1607-B9, the 1607-B10 and the 1607-B11 septic systems. Contaminated soil and piping from the feeder lines to the septic systems were removed and disposed of. The remaining soil in the excavations has been shown to meet the remedial action objectives specified in the Remaining Sites ROD. The results of verification sampling show that residual contaminant concentrations do not preclude any future uses and allow for unrestricted use of shallow zone soils. The results also demonstrate that residual contaminant concentrations are protective of groundwater and the Columbia River.

L. M. Dittmer

2007-07-11T23:59:59.000Z

29

Remaining Sites Verification Package for the 1607-B2 Septic System and 100-B-14:2 Sanitary Sewer System, Waste Site Reclassification Form 2004-006  

SciTech Connect (OSTI)

The 100-B-14:2 subsite encompasses the former sanitary sewer feeder lines associated with the 1607-B2 and 1607-B7 septic systems. Feeder lines associated with the 185/190-B building have also been identified as the 100-B-14:8 subsite, and feeder lines associated with the 1607-B7 septic system have also been identified as the 100-B-14:9 subsite. These two subsites have been administratively cancelled to resolve the redundancy. The results of verification sampling show that residual contaminant concentrations do not preclude any future uses and allow for unrestricted use of shallow zone soils. The results also demonstrate that residual contaminant concentrations are protective of groundwater and the Columbia River.

L. M. Dittmer

2007-03-21T23:59:59.000Z

30

Remaining Sites Verification Package for the 100-F-26:12, 1.8-m (72-in.) Main Process Sewer Pipeline, Waste Site Reclassification Form 2007-034  

SciTech Connect (OSTI)

The 100-F-26:12 waste site was an approximately 308-m-long, 1.8-m-diameter east-west-trending reinforced concrete pipe that joined the North Process Sewer Pipelines (100-F-26:1) and the South Process Pipelines (100-F-26:4) with the 1.8-m reactor cooling water effluent pipeline (100-F-19). In accordance with this evaluation, the verification sampling results support a reclassification of this site to Interim Closed Out. The results of verification sampling show that residual contaminant concentrations do not preclude any future uses and allow for unrestricted use of shallow zone soils. The results also demonstrate that residual contaminant concentrations are protective of groundwater and the Columbia River.

J. M. Capron

2008-04-29T23:59:59.000Z

31

Remaining Sites Verification Package for the 100-F-26:9, 1607-F2 Sanitary Sewer Pipelines, Waste Site Reclassification Form 2008-029  

SciTech Connect (OSTI)

The 100-F-26:9 underground pipeline subsite consists of the sanitary sewers servicing the 105-F, 108-F, 184-F, 185-F, and 190-F buildings, and the 1700-F administration and service buildings (1704-F, 1707-F, 1707-FA, 1713-F, 1717-F, 1719-F, and 1722-F). In accordance with this evaluation, the confirmatory and verification sampling results support a reclassification of this site to Interim Closed Out. The current site conditions achieve the remedial action objectives and the corresponding remedial action goals established in the Remaining Sites ROD. The results of verification sampling show that residual contaminant concentrations do not preclude any future uses and allow for unrestricted use of shallow zone soils. The results also demonstrate that residual contaminant concentrations are protective of groundwater and the Columbia River.

J. M. Capron

2008-10-29T23:59:59.000Z

32

Microsoft PowerPoint - Grndwater&WastWtrRemediation_TechBriefp1.ppt  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Groundwater and Groundwater and Wastewater Remediation Using Agricultural Oils at a glance  system can be configured as either in situ or ex situ  technology can treat wastewater, seepage, surface water and/or groundwater  technology can remediate waters contaminated with sulfate, nitrate/nitrite, redox sensitive metals, or chlorinated solvents This technology can be used to treat wastewater, seepage, surface water and/or groundwater contaminated with sulfate, nitrate/nitrite, perchlorate, redox sensitive metals, or chlorinated solvents. Sulfate-laden waters are produced by the government (primarily DOD and DOE), the mining industry (particularly coal and iron ore), the power generation industry (coal fired plants), and some chemical companies. Nitrate/nitrite contaminated waters are produced by the

33

EE 565PmP Computer-Commn. Networks (Wtr. 2012) Instructor: Sumit Roy 1  

E-Print Network [OSTI]

} assigned Week7, due Week 9 (submit Sun 10/28 EoD) Project 2 {TCP} assigned, due Week 10 (submit Sun. 11/4 EoD) Week 8 (11/15): No Class (instructor travel) - to be confirmed. Week 9 (11/22): No Class

Washington at Seattle, University of

34

Getting Minds Out of the Sewer  

Science Journals Connector (OSTI)

...people to accept recycled wastewater, especially for drinking...factor has scuttled proposed wastewater recycling projects in San Diego, Los...where ecological sanitation, wastewater recycling, and other alternative...

Greg Miller

2012-08-10T23:59:59.000Z

35

A study of the effect of sewer air on concrete  

E-Print Network [OSTI]

!!&: 's': 'lela~ktte. t to t, &~ ~~tg e. " tM ~Wend. to~=A ;n*. ' "eeh~i~io:~1 'oH~;e ot ~emma . Vlff XXT'-"%fit i~ s t&&4' ~Qtl ~:. ~' K@8 fO F the eptcv v~ -~aWer af '-skat~ tu Cg. oil . g;4e-. @tag :net, ew iLbeaC Orte~~J, At~ g 1+29 Department...~a's sewage is the next tow;. 'o rater Oupy~+5 ~ oa, la 1! . . t beotKAI~ IAJre iq!elle'bio wft& t! is piissfag af o. wh go. r . cd ls india. ti. e af' t&io res~ yonsfi. iff ti& !?ar. ~f 'mv Lega4I th', t rK4a un i tom ta ufo~ pose ar ita w; stoa Ln s snf...

Ortolani, Walter Albert

2012-06-07T23:59:59.000Z

36

Stratified Microbial Structure and Activity in Sulfide- and Methane-Producing Anaerobic Sewer Biofilms  

Science Journals Connector (OSTI)

...doi: 10.1038/nmeth.1990 . 30. Wu, ST , ZW Zhu, LM Fu, BF Niu and WZ Li. 7 September 2011. WebMGA: a customizable web server for fast metagenomic sequence analysis. BMC Genomics 12 :444. doi: 10.1186/1471-2164-12-444 . 31. Caporaso...

Jing Sun; Shihu Hu; Keshab Raj Sharma; Bing-Jie Ni; Zhiguo Yuan

2014-09-05T23:59:59.000Z

37

Radioactive Air Emissions Notice of Construction (NOC) for the 300 Area Process Sewer Cleanout  

SciTech Connect (OSTI)

This document serves as a NOC pursuant to the requirements of Washington Administrative Code (WAC) 246-247-060, and as a request for approval to construct pursuant to 40 Code of Federal Regulations (CFR) 61.07, for the cleanout of sections of the 300 Area PS. Approval of the NOC will allow the pressure washing of certain pipe sections, the sump in the TEDF lift station, and the cleaning of PS 16 of the 300 Area PS that contains low levels of radioactivity. Section 15.0 of this NOC discusses the estimated total effective dose equivalent (TEDE) to the offsite maximally exposed individual (MEI) resulting from the unabated emissions from these cleaning activities. Using the currently approved unit dose conversion factors in HNF-3602, the estimated potential TEDE to the MEI resulting from the unabated, fugitive emissions from cleanout of the 300 Area PS is 4.70 E-05 millirem (mrem) per year. This dose was derived by conservatively estimating the doses from both the pressure washing and the use of the Guzzler{trademark} for removal of the liquid/soil mixture, as described in Section 5.0. and adding these doses together.

MENARD, N.M.

2000-06-16T23:59:59.000Z

38

Stratified Microbial Structure and Activity in Sulfide- and Methane-Producing Anaerobic Sewer Biofilms  

Science Journals Connector (OSTI)

...Lapidus, M Nolan, S Lucas, N Hammon, S Deshpande, JF Cheng, O Chertkov, K Davenport, R Tapia, C Han, L Goodwin, S Pitluck, K Liolios, K Mavromatis, N Ivanova, N Mikhailova, A Pati, A Chen, K Palaniappan, M Land, L Hauser, YJ Chang, CD...

Jing Sun; Shihu Hu; Keshab Raj Sharma; Bing-Jie Ni; Zhiguo Yuan

2014-09-05T23:59:59.000Z

39

Puerto Rico Aqueduct and Sewer Authority General Consulting Services and Technical Support  

E-Print Network [OSTI]

environmental management systems; supervision of environmental contractors; water and asbestos sampling management of environmental engineering compliance activities, and professor of general, civil on the use of remote sensing technology for water quality monitoring and management in the San José Lagoon

Gilbes, Fernando

40

E-Print Network 3.0 - anaerobic sewer biofilms Sample Search...  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Crosse Collection: Environmental Sciences and Ecology 5 APPLIED AND ENVIRONMENTAL MICROBIOLOGY, 0099-22400004.00 0 Summary: in a Dual-Species Biofilm Exposed to Mixed...

Note: This page contains sample records for the topic "newnan wtr sewer" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


41

Plutonium discharges to the sanitary sewer: Health impacts at the Livermore Water Reclamation Plant  

SciTech Connect (OSTI)

The Lawrence Livermore National Laboratory (LLNL) is the largest discharger of sewage treated by the Livermore Water Reclamation (LWRP), contributing approximately 7% by volume of the LWRP influent LILNL operations, as potential sources both of industrial pollutants and radioactivity, are therefore of particular concern to the LWRP. For this reason, LLNL has maintained vigorous wastewater discharge control and monitoring programs. In particular, the monitoring program has demonstrated that, except in a few rare instances, the concentration of contaminants in LLNL effluent have always remained below the appropriate regulatory standards. The exceptions have generally been due to inadvertent discharges of metals-bearing solutions produced by metal plating or cleaning operations.

Balke, B.K.

1993-04-16T23:59:59.000Z

42

Site Environmental Report for 2008, Volume II  

E-Print Network [OSTI]

Air; Soil Creeks; Rainwater; Stormwater; Sewer Sewer AmbientAir Ambient Air Rainwater Creeks Stormwater Sewer FixedII section Stormwater Ambient Air; Rainwater Ambient Air

Lackner, Regina

2009-01-01T23:59:59.000Z

43

Site Environmental Report for 2007 Volume II  

E-Print Network [OSTI]

Treatment Units; Rainwater; Stormwater; Sewer Sewer AmbientAir Ambient Air Rainwater Creeks Stormwater Sewer Fixedsection Creeks Stormwater Ambient Air; Rainwater Ambient Air

Lackner, Regina E

2008-01-01T23:59:59.000Z

44

Site Environmental Report for 2001  

E-Print Network [OSTI]

Rainwater ........................................................................... A-77 Creeks Stormwater ....................................................................... A-103 Sewer

45

Ernest Orlando Lawrence Berkeley National Laboratory  

E-Print Network [OSTI]

;Contents · iv Rainwater ................................................................................. A Stormwater ............................................................................... A-87 Sewer ..................

46

Remaining Sites Verification Package for the 1607-F1 Sanitary Sewer System (124-F-1) and the 100-F-26:8 (1607-F1) Sanitary Sewer Pipelines Waste Sites, Waste Site Reclassification Form 2005-004  

SciTech Connect (OSTI)

The 100-F-26:8 waste site consisted of the underground pipelines that conveyed sanitary waste water from the 1701-F Gatehouse, 1709-F Fire Station, and the 1720-F Administrative Office to the 1607-F1 septic tank. The site has been remediated and presently exists as an open excavation. In accordance with this evaluation, the verification sampling results support a reclassification of this site to Interim Closed Out. The results of verification sampling demonstrated that residual contaminant concentrations do not preclude any future uses and allow for unrestricted use of shallow zone soils. The results also showed that residual contaminant concentrations are protective of groundwater and the Columbia River.

L. M. Dittmer

2008-03-14T23:59:59.000Z

47

Removal of nutrients from combined sewer overflows and lake water in a vertical-flow constructed wetland system  

E-Print Network [OSTI]

and is planted with common reed (Phragmites australis). The constructed wetland is intermittently loaded

Brix, Hans

48

USF Graduate Catalog 20142015 607www.patel.usf.edu  

E-Print Network [OSTI]

MA New Concentration Sustainable Energy 3/3/14 Updated courses 5/19/14 #12;USF fosters sustainable urban communities and environments through collaborative research, education Energy (SUSE) Sustainable Tourism (SUT) Water (WTR) #12;USF Graduate Catalog 20142015

Meyers, Steven D.

49

Site Environmental Report for 2005 Volume I and Volume II  

E-Print Network [OSTI]

Treatment Units; Rainwater; Stormwater; Sewer Sewer Creeksresults for rainwater, creeks, stormwater, and wastewater.4-3 Creek, Rainwater, and Stormwater Sampling Locations in

Ruggieri, Michael

2006-01-01T23:59:59.000Z

50

Site Environmental Report for 2009, Volume 2  

E-Print Network [OSTI]

Air Ambient Air Rainwater Creeks Stormwater Sewer FixedUnits; Rainwater; Sewer; Stack Air; Stormwater SedimentRainwater .. RW-1 Creeks .. CR-1 Stormwater

Xu, Suying

2010-01-01T23:59:59.000Z

51

Data:Ebfc7395-7daf-4974-a035-4154340a3504 | Open Energy Information  

Open Energy Info (EERE)

lift operations for sanitary sewer or storm sewer systems and including lighting and electric heating incidental to any of such requirements; provided, however, that flood control...

52

Data:80ca4262-306e-4676-a72c-52e6f860ee79 | Open Energy Information  

Open Energy Info (EERE)

lift operations for sanitary sewer or storm sewer systems and including lighting and electric heating incidental to any of such requirements; provided, however, that flood control...

53

Ernest Orlando Lawrence Berkeley National Laboratory  

E-Print Network [OSTI]

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AA-1 Rainwater . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RW-1 Creeks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CR-1 Stormwater . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SW-1 Sewer

54

Site Environmental Report for 2001  

E-Print Network [OSTI]

....................................................................... A-67 Rainwater ........................................................................... A-77 ................................................................................ A-101 Stormwater ....................................................................... A-103 Sewer

55

Remaining Sites Verification Package for the 1607-B2 Septic System and 100-B-14:2 Sanitary Sewer System, Waste Site Reclassification Form 2006-055  

SciTech Connect (OSTI)

The 1607-B2 waste site is a former septic system associated with various 100-B facilities, including the 105-B, 108-B, 115-B/C, and 185/190-B buildings. The site was evaluated based on confirmatory results for feeder lines within the 100-B-14:2 subsite and determined to require remediation. The 1607-B2 waste site has been remediated to achieve the remedial action objectives specified in the Remaining Sites ROD. The results of verification sampling show that residual contaminant concentrations do not preclude any future uses and allow for unrestricted use of shallow zone soils. The results also demonstrate that residual contaminant concentrations are protective of groundwater and the Columbia River.

L. M. Dittmer

2007-03-21T23:59:59.000Z

56

Remaining Sites Verification Package for the 100-F-31, 144-F Sanitary Sewer System, Waste Site Reclassification Form 2006-033  

SciTech Connect (OSTI)

The 100-F-31 waste site is a former septic system that supported the inhalation laboratories, also referred to as the 144-F Particle Exposure Laboratory (132-F-2 waste site), which housed animals exposed to particulate material. The 100-F-31 waste site has been remediated to achieve the remedial action objectives specified in the Remaining Sites ROD. The results of verification sampling show that residual contaminant concentrations do not preclude any future uses and allow for unrestricted use of shallow zone soils. The results also demonstrate that residual contaminant concentrations are protective of groundwater and the Columbia River.

L. M. Dittmer

2006-08-24T23:59:59.000Z

57

Reproducibility of LCA Models of Crude Oil Production  

Science Journals Connector (OSTI)

Reproducibility of LCA Models of Crude Oil Production ... We examine LCA greenhouse gas (GHG) emissions models to test the reproducibility of their estimates for well-to-refinery inlet gate (WTR) GHG emissions. ... We use the Oil Production Greenhouse gas Emissions Estimator (OPGEE), an open source engineering-based life cycle assessment (LCA) model, as the reference model for this analysis. ...

Kourosh Vafi; Adam R. Brandt

2014-10-03T23:59:59.000Z

58

Water Research 39 (2005) 316 Non-agricultural sources of groundwater nitrate  

E-Print Network [OSTI]

and leaky sewers), solid waste disposal (landfills and waste tips). The major sources of nitrogen.g. landfills and coal gasification works), multipoint sources (e.g. soakaways and leaky sewers) and diffuse

Sheffield, University of

59

EA-0907-FEA-1994  

Broader source: Energy.gov (indexed) [DOE]

07; Environmental Assessment and (FONSI) Idaho National 07; Environmental Assessment and (FONSI) Idaho National Engineering Laboratory Sewer System Upgrade Project TABLE OF CONTENTS Environmental Assessment and (FONSI) Idaho National Engineering Laboratory Sewer System Upgrade Project FINDING OF NO SIGNIFICANT IMPACT SEWER SYSTEM UPGRADE PROJECT IDAHO NATIONAL ENGINEERING LABORATORY, IDAHO Environmental Assessment Idaho National Engineering Laboratory Sewer System Upgrade Project ACRONYMS/ABBREVIATIONS 1. PURPOSE AND NEED 2. DESCRIPTION OF PROPOSED ACTION AND ALTERNATIVES 2.1 Sewage Treatment Plants

60

E-Print Network 3.0 - apparent paradoxical vault Sample Search...  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Summary: , vaults, manholes, boilers, tunnels, sewer and sump pits, large HVAC equipment, the Physics Department... -required confined spaces. Underground Electrical...

Note: This page contains sample records for the topic "newnan wtr sewer" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


61

NETL: Clean Coal Technology Demonstration Program (CCTDP) - Round 2  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

2 2 Environmental Control Technologies - SO2 Control Technologies Demonstration of Innovative Applications of Technology for the CT-121 FGD Process - Project Brief [PDF-265KB] Southern Company Services, Newnan, GA PROGRAM PUBLICATIONS Final Reports Demonstration of Innovative Applications of Technology for the CT-121 FGD Process, Final Report (Jan 1997) Volume 1, Executive Summary [PDF-4.6MB] Volume 2, Operation [PDF-32.8MB] Volume 2 Appendices [PDF-6.3MB] Volume 3, Equipment Vol 3a, Materials and Maintenance [PDF-34.6MB] Vol 3b, Instrumentation and Control [PDF-1.2MB] Vol 3c, Materials Test & Evaluation Program [PDF-28.2MB] Volume 4, Gypsum Stacking &Byproduct Evaluation [PDF-11.3MB] Volume 5, Environmental Monitoring Plan [PDF-3MB] Volume 5 Appendices [PDF-5.8MB]

62

| OR. I-12- DOE/OR/20722-29 UC-70A Formerly Utilized Sites Remedial...  

Office of Legacy Management (LM)

techniques. Sediment samples were collected from drainage paths, sewers and septic tanks. The tile drain that underlies portions of the Back Forty was sampled to determine the...

63

3  

National Nuclear Security Administration (NNSA)

This septic system consisted of underground sewers, a distribution box, three septic tanks, a drainage channel, and a sump excavation (DOE, 2005b). Energy Supply and...

64

PROJECTS FROM FEDERAL REGION IX DOE APPROPRIATE ENERGY TECHNOLOGY PILOT PROGRAM - PART I  

E-Print Network [OSTI]

welded together like sewer pipe. Biogas production from theintends to convert the biogas into electricity. The wasteproduce 7.6 million Btu of biogas annually. This estimate

Case, C.W.

2011-01-01T23:59:59.000Z

65

Mobile sensor network to monitor wastewater collection pipelines  

E-Print Network [OSTI]

17 Mobile robot localization in23 WCS monitoring using mobile floatingDesign of mobile pipeline floating sensor “SewerSnort

Lim, Jungsoo

2012-01-01T23:59:59.000Z

66

Microsoft Word - Chapter 03.doc  

National Nuclear Security Administration (NNSA)

and repair projects include: repair Area 23 sewer main, remediate underground storage tanks, replace five roll-up doors, renovate and reactivate several water tanks, replace...

67

E-Print Network 3.0 - air filter condition Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

fans... , water treatment equipment, elevators (electric and hydraulic), sewer lift pumps, filter servicing in air... : Use of mechanical equipment such as refrigeration, air...

68

E-Print Network 3.0 - air filters Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Summary: , water treatment equipment, elevators (electric and hydraulic), sewer lift pumps, filter servicing in air... lift pumps, filter servicing in air-handling units and...

69

UC Santa Cruz Storm Water Fall 2010 Volume 5, Number 1  

E-Print Network [OSTI]

oils or grease down the drain. Keep these in designated containers for proper disposal or recycling if the wastewater is collected and disposed of into the sanitary sewer.

California at Santa Cruz, University of

70

SF 2001-WLD;CONTRACTOR WELDING, CUTTING AND BRAZING  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

closet, manhole sewer, confined space and activity. Example: Bldg 890 mechanical room steam line piping that runs thru ceiling space requires overhead welding: SF 2001-WLD...

71

Figure 3-11 South Table Mountain Utilities Map  

Office of Energy Efficiency and Renewable Energy (EERE) Indexed Site

FTLB AMMO LEGEND Gas Existing Buildings Electrical Figure 3-11 South Table Mountain Utilities Map Sewer Communication Water Surface Drainage Storm Water WATER TANK FACILITIES...

72

E-Print Network 3.0 - automated vault inventory Sample Search...  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Space Decision... , vaults, manholes, boilers, tunnels, sewer and sump pits, large HVAC equipment, the Physics Department... -required confined spaces. Underground Electrical...

73

University of Oxford Environmental Sustainability Policy 2008  

E-Print Network [OSTI]

water) drains and sewers. SUSTAINABLE BUILDINGS ­ The University of Oxford Sustainable Buildings Policy is to build environmentally sustainable buildings, and embed sustainable building best practice

Melham, Tom

74

Chapter_11_Socioeconomics_DEIS_September_2012  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

is provided by private wells and well systems, sometimes serving multiple users. Wastewater control in areas without sewer districts is provided by septic tanks, drain fields,...

75

Industrial Discharge Permits (District of Columbia)  

Broader source: Energy.gov [DOE]

All businesses and government agencies discharging process wastewater to the public sewer system must report their activities to DC Water's Pretreatment Center. Wastewater discharge permits are...

76

E-Print Network 3.0 - angb mt clemens Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

of the sewer system (Clemens, 2001). Models in urban drainage consist of two separate process Source: van Gelder, Pieter - Faculty of Civil Engineering, Technische Universiteit...

77

F A C T S H E E T  

Office of Legacy Management (LM)

purposes such as: * Fill for open lands * Backfill around water, sewer, and electrical lines * Base for driveways, sidewalks, and concrete slabs * Backfill against basement...

78

The Pennsylvania State University Confined Space Entry Program and Procedures  

E-Print Network [OSTI]

or periodically for inspection, maintenance, cleaning or repair. #12;3 Examples of confined spaces are), boilers, compartments, ducts, sewers, pipelines, distribution tunnels, manholes, grease traps, dumpster

Maroncelli, Mark

79

US ITER Vendor Information  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Construction - Terrazzo, Tile, Marble, and Mosaic Work Construction - Water, Sewer, Pipeline, and Communications and Power Line Electronic and Other Electrical Equipment...

80

Richland Analytical Building Blocks  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

maintenance of fire protection, emergency services, roads, potable water, sanitary sewer, electrical and other utilities, as well environmental, safety, health, quality and...

Note: This page contains sample records for the topic "newnan wtr sewer" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


81

UNIT NAME: C-710 Acid Interceptor Pit REGULATORY STA'l'US  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

to flowing to the sanitary sewer system. WASTE DESCRIPTION: PCB (Aroclor 1248), 470 ppm; Carbon Tetrachloride (TCLP extract), 6.3 ppm; Trichloroethylene (TCLP extract), 200 ppm;...

82

Safe Operating Procedure (Revised 3/11)  

E-Print Network [OSTI]

, obliterate all radioactive material labels and transfer the container to the appropriate radioactive waste container. · If there is remaining RAM that will be transferred to radioactive waste or sewer disposed (e was transferred to radioactive waste or sewer disposed, as appropriate. · Fax (472-9650) or mail (EHS 0824) a copy

Farritor, Shane

83

Toxic Inhalation Fatalities of US Construction Workers, 1990 to 1999  

E-Print Network [OSTI]

space standard could save lives, particularly among water, sewer, and utility line industry workers. (J numbers of fatalities. The majority of these deaths occurred in confined spaces. Water, sewer, and utility line workers are at increased risk for poisoning fatality. Toxic inhalation fatalities

Illinois at Chicago, University of

84

[Minor revisionposted 5/9/14 (replaces 1/28/11 edition)] Operating Policy and Procedure  

E-Print Network [OSTI]

-owned utilities such as water, gas, sewer, telephone, TV, cable, and electric): Texas Excavation Safety System (Dig TESS) 1-800-344-8377 b. Texas Tech University-owned utilities (water, gas, sewer, electric markings, e.g., chalk (see Attachment A for suggested manufacturer) shall be used to indicate the location

Rock, Chris

85

September 26, 2008 Michael Lemmon  

E-Print Network [OSTI]

Engineering University of Notre Dame Combined Sewer Overflow Events Dry Weather South Bend Wastewater to Manhole B allows us to increase inflow through Manhole A #12;September 26, 2008 Michael Lemmon Dept Structure Interceptor Sewer to Wastewater Treatment Plant Monitoring and Control over SCADA network City

Lemmon, Michael

86

For Immediate Release Contact: Islamorada, Village of Islands Anita Muxo  

E-Print Network [OSTI]

-664-6426 anita.muxo@islamorada.fl.us RELEASE ISLAMORADA, VILLAGE OF ISLANDS SEWER CONNECTION SUBSIDY PROGRAM-restricted affordable housing with the costs of connecting to the Village's wastewater collection system. Through to the Village wastewater collection system but have not yet connected to the system. The Sewer Connection

Florida, University of

87

Reproductive behavior of addax antelope  

E-Print Network [OSTI]

3 S 8 0 1 'all 0 l Z LIB C( u CL I-I 0 cd 0 Ul '0 0 Ql oo Id Ql OO 0, al 0 \\d dd cd (4 W Ql 0 4J 0 Ql OO 0 Qi 0 Qi co 0 hJ cd al a 0 38 respectively) . A large percentage of addax were feeding in early morn- ing... from observer to the subject varied from 10 to greater than 200 m. fftH- FENCE eea ROAD "" TRAIL EARN L MINERAL RLOCK D BERMUDA GRASS ~ ~ ~ R ~ 'eeit' ~ ~ ~ ~ WOODS BRUSH SCALE ICM = SOM ~ TREE 0+ W~T~R TROUGH FEED TROUGH Fig. 3...

Manski, David Allen

1979-01-01T23:59:59.000Z

88

Physicochemical Properties Related to Long-Term Phosphorus Retention by Drinking-Water Treatment Residuals  

Science Journals Connector (OSTI)

It is necessary to determine the true long-term P sorption capacities of WTRs, if used to reduce soluble P in systems very high in P, such as in animal waste lagoons. ... Second-order rate coefficients for Fe-based WTRs were generally smaller than those of Al-based WTRs, consistent with there being less P sorption for the second biphasic (longer term) sorption stage. ... Typical air-dried Fe- and Al-based WTR show minimal bacterial activity (long-term storage, and chlorine addition during the drinking-water purification process (5). ...

Konstantinos C. Makris; Willie G. Harris; George A. O'Connor; Thomas A. Obreza; Herschel A. Elliott

2005-05-04T23:59:59.000Z

89

Microsoft Word - S04816_InvestigationPlan.doc  

Office of Legacy Management (LM)

New Brunswick, New Jersey, Site New Brunswick, New Jersey, Site Investigation Plan to Identify Potential Radiological Contamination in a Sanitary Sewer December 2008 LMS/NBL/S04816 This page intentionally left blank New Brunswick, New Jersey, Site Investigation Plan to Identify Potential Radiological Contamination in a Sanitary Sewer December 2008 This page intentionally left blank U.S. Department of Energy Investigation Plan to Identify Contamination in a Sanitary Sewer December 2008 Doc. No. S0481600 Page i Contents 1.0 Background ......................................................................................................................... 1 2.0 Objectives of This Study.....................................................................................................

90

ENVIRONMENTAL REVIEW for CATEGORICAL EXCLUSION DETERMINATION  

Broader source: Energy.gov (indexed) [DOE]

1) ower Administration 1) ower Administration Casper Service Center Floor Drain A. Brief Description of Proposal: The Western Area Power Administration Casper Service Center requires floor drain hookup to the municipal sewer system. The existing floor drain in the Vehicle Storage Building is capped and creates a wet floor hazard inside the building. Western obtained permission to connect the floor system to the city sewer system. The new drain pipe will require trenching 4.5 feet deep for about 12 feet outside the building to connect to an existing sewer pipeline. A manhole will be installed along the pipe prior to connection with the sewer line. All work is in previously disturbed ground in a developed area. The existing drain system has an oil and grease separator already installed to prevent contamination.

91

Microsoft Word - Soos_Creek_CX.docx  

Broader source: Energy.gov (indexed) [DOE]

Timothy Wicks Timothy Wicks Realty Specialist - TERR-COVINGTON Proposed Action: Soos Creek Water & Sewer District Land Use Review Request Case No. 20120040 Budget Information: 184006 Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021): B 4.9 - Multiple use of powerline rights-of-way Location: Covington, King County, Washington Proposed by: Bonneville Power Administration (BPA) Description of the Proposed Action: BPA proposes to approve a land use review request from Soos Creek Water & Sewer District (District) to construct a new sewer line that would cross under an existing road on BPA fee-owned property near structures 1/2 and 1/3 of the Covington-Maple Valley No. 2 230-kilovolt (kV) transmission line. The proposed sewer line

92

WSRC-TR-97-0100 Controlled Low Strength Materials (CLSM), Reported...  

Office of Scientific and Technical Information (OSTI)

were conducted on replacing the pavement patching in a 3 to 4-hr time frame. In one test, a pavement patch was successfully placed over a sewer trench immediately after the...

93

APPLICATION OF A CATEGORICAL EXCLUSION  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

operation and maintenance of a four inch pressurized sanitary sewer line on PORTS land along the existing roadway right-of-way to the existing X-6619 waste water...

94

UNITED STATES ATOMIC ENERGY COMMISSION NEVADA OPERATIONS OFFICE  

Office of Legacy Management (LM)

other equipment. By the Intertribal Council, Duckwater, Nevada--3 each 10,'000-gallon tanks (see Figure 32). (;J. , , "'". II 23a. 23b. Sewer Lagoons for Base Camp Area** The...

95

Cathedral Rock Picnic Area Rehabilitation Environmental Assessment  

National Nuclear Security Administration (NNSA)

are over 40 years old and show signs of heavy use. The sewer system consists of septic tanks and leach fields, which are about 40 years old and nearing the end of their...

96

CX-008626: Categorical Exclusion Determination | Department of...  

Broader source: Energy.gov (indexed) [DOE]

CX(s) Applied: B1.3 Date: 06202012 Location(s): South Carolina Offices(s): Savannah River Operations Office The existing 607-6A sanitary sewer lift station has reached the end...

97

DE-FC26-02NT41632 | netl.doe.gov  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

An elevated FID reading may be an indication of a natural gas leak or sewer gas, automobile exhaust, a gasoline spill, a propane gas grill leak, solvents from fresh paint,...

98

DOE/EV-0005/31 ORNL-5799  

Office of Legacy Management (LM)

new' systems or substantial alterations to the following utilities: 0 Pcwer or natural gas? 0 Communications systems? 0 Water? 0 Sewer or septic tanks? 0 Storm water drainage? 0...

99

The nitrogen cascade from agricultural soils to the sea: modelling nitrogen transfers at regional watershed and global scales  

Science Journals Connector (OSTI)

...towards collection of wastewater in centralized sewers...Taking into account recycling of sewage to agriculture...rural areas) and wastewater treatment (in urban...3480 292 130 1030 wastewater treatment or recycling 735 2430 118 40 530...

2013-01-01T23:59:59.000Z

100

The Wilkins Lecture 2000: Medical futures  

Science Journals Connector (OSTI)

...underground gas, water and sewer pipes...in closed vans; waste would be disposed...with public baths, swimming pools and gymnasia...their Power when Recovery is not'.20 Swift...because `natural heat' decreased in the...

2001-01-01T23:59:59.000Z

Note: This page contains sample records for the topic "newnan wtr sewer" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


101

A review of coal mining induced fault reactivation in Great Britain  

Science Journals Connector (OSTI)

...with high compressive strains, severe buckling to railway tracks and infrastructure...on the Lothian region earth tremors. Global Seismology Unit Report No. 69 1976...tunnels, dams), utilities (sewers, pipelines, cables). Disputed cases of fault...

L.J. Donnelly

102

CX-007944: Categorical Exclusion Determination | Department of...  

Broader source: Energy.gov (indexed) [DOE]

Exclusion Determination CX-007944: Categorical Exclusion Determination Water and Sewer Energy Efficiency Grants Market Title CX(s) Applied: A1, B1.4, B2.2, B5.1, B5.2 Date: 02...

103

Welcome to the University of New Orleans graduate, married, and family housing facility. We are very proud of our unique and diverse campus and we hope that you and your family will enjoy living in our  

E-Print Network [OSTI]

website housing.uno.edu for current rates Amenities include: · All utilities included are electricity, water and sewer · Basic Cox Cable television service · Wireless and Wired Internet through UNO network

Kulp, Mark

104

Note: The State Clearinghouse will assign identification numbers for all new projects. If a SCH number already exists for a project (e.g. Notice of Preparation or previous draft document) please fill in.  

E-Print Network [OSTI]

Septic Systems Water Supply/Groundwater Archeological/Historical Geologic/Seismic Sewer Capacity Wetland, Department of SWRCB: Water Quality Energy Commission SWRCB: Water Rights Fish & Game Region # Tahoe Regional

105

Project: UAF Utilities Waste Line Repairs Ch6 to Ch13 Project No: 2013101 UTWH  

E-Print Network [OSTI]

Project: UAF Utilities Waste Line Repairs Ch6 to Ch13 Project No: 2013101 UTWH Subject: Project Schedule Project Duration: May 27 to August 10, 2014 The sewer line will be constructed in phases

Ickert-Bond, Steffi

106

Environmental Engineering  

E-Print Network [OSTI]

University, 1989 Selected Recent Publications "Reverse Osmosis Biofilm Dispersal by Osmotic Back Retarded Osmosis Energy Production from Natural Salinity Gradients." Environmental Science & Technology, 2013. "A Forward Osmosis-Membrane Distillation Hybrid Process for Direct Sewer Mining: System

Elimelech, Menachem

107

The Use of Reverse Osmosis for the Purification of Coal Gasification Liquors  

Science Journals Connector (OSTI)

Laboratory trials have been conducted at the Westfield Development Centre to assess the potential of reverse osmosis as a stage in the treatment of ... effluent suitable for sewer or estuary discharge. Reverse osmosis

A. R. Williams

1991-01-01T23:59:59.000Z

108

--No Title--  

Broader source: Energy.gov (indexed) [DOE]

facility trailer and 740-16A is a lunch room facility trailer. Cut & Cap Sanitary Sewer Lines from Buildings 740-7A and 740-16A Savannah River Site Aiken South Carolina ARRA - A -...

109

Microsoft Word - 2011sr12.doc  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Project Nears Completion Recovery Act Funds Used to Close Three Miles of Process Sewer Lines AIKEN, S.C. - A 2.3 million American Recovery and Reinvestment Act project at the...

110

CX-000545: Categorical Exclusion Determination | Department of...  

Broader source: Energy.gov (indexed) [DOE]

Determination CX-000545: Categorical Exclusion Determination Cut and Cap Sanitary Sewer Lines from Buildings 740-7A and 740-16A CX(s) Applied: B1.27 Date: 11182009 Location(s):...

111

Plan  

National Nuclear Security Administration (NNSA)

New well Beatty Water and Sewer 2 Community Well Beatty 365412 1164518 Ie Annual Cherry Patch Well 2 Domestic Well Amargosa Valley 362929 1160857 Ie 3 years New well Cind-R-Lite...

112

North Richmond: An American Story  

E-Print Network [OSTI]

paid for by the nearby landfill – which emits airborne andCertainly, being near a landfill, near a sewer treatmenttransfer station and landfill on North Richmond’s coast. The

rogers, robert h

2011-01-01T23:59:59.000Z

113

SCHOLARLY PAPERS Is Construction Blasting Still Abnormally Dangerous?  

E-Print Network [OSTI]

and quarries 15% Dowding 1996 .7 The mining, quarrying, and construction industries use over 4 billion pounds 1 quarry operations,13 mining,14 removing boulders from a stream bed to prevent flooding,15 sewer

114

The Mobile Test and Demonstration Unit, A Cooperative Project Between EPRI, Utilities and Industry to Demonstrate New Water Treatment Technologies  

E-Print Network [OSTI]

and has demonstrated that membrane processes like MF, UF, NF and RO can successfully be applied to remove BOD and TSS from process streams, often recovering valuable solids, reducing sewer charges and meeting environmental regulations....

Strasser, J.; Mannapperuma, J.

115

Water barrier properties of nanoclay filled sisal fibre reinforced epoxy composites  

Science Journals Connector (OSTI)

This paper deals with the water mass uptake of nanoclay and sisal fibre reinforced polymer composites. Nanoclays at 1 wt.%, 3 wt.% and 5 wt.% were filled in sisal fibre reinforced epoxy polymer and placed in a water medium. The result shows a dramatic decrease in water mass uptake of nanoclay filled composites. The water transmission rate (WTR) for 5 wt.% nanoclay filled composites reduced by three times when compared to unfilled composites. Hence the role of nanoclay on reducing water uptake is studied and results are compared with microclay filled composites. Tensile, dynamic mechanical analysis (DMA) and wear studies were conducted for these composites before and after placing in the water medium. The properties decreased much for microclay filled and unfilled composites, however they improved significantly for nanoclay filled composites.

T.P. Mohan; K. Kanny

2011-01-01T23:59:59.000Z

116

California | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

Santa Clara Water and Sewer - Solar Water Heating Program Santa Clara Water and Sewer - Solar Water Heating Program In 1975, the City of Santa Clara established the nation's first municipal solar utility. Under the Solar Water Heating Program, the Santa Clara Water and Sewer Utilities Department supplies, installs and maintains solar water heating systems for residents and businesses. In addition, the city has also installed solar energy equipment for a number of its own facilities. October 16, 2013 Santa Clara County - Zoning Ordinance (California) Santa Clara County's Zoning Ordinance includes standards for wind and solar structures for residential, agricultural, and commercial uses. Commercial Wind Structures October 16, 2013 Santa Clara County - Green Building Policy for County Government Buildings In February 2006, the Santa Clara County Board of Supervisors approved a

117

Effluent  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Effluent Effluent discharged from the Strawberry Monitoring Station eventually flows through a constrained portion of the City of Berkeley's sewer system adjacent to the Memorial Stadium. The Laboratory will partner with the City of Berkeley and UC Berkeley in an effort to replace or bypass this section of City sewer main. The Laboratory's peak daily flow during wet weather is ap- proximately 821,000 gallons per day (gpd). With the develop- ment identified in this Plan this rate is expected to increase by 72,000 gpd to 893,000 gpd. At this rate the Laboratory's sewer system would continue to have the capacity and reliability necessary to accommodate further growth. Both the City of Berkeley and EBMUD anticipate that their systems would have available capacity to accommodate the Laboratory's projected

118

Emission, Fate and Effects of Soluble Silicates (Waterglass) in the Aquatic Environment  

Science Journals Connector (OSTI)

Department for Ecological Risk Studies, TNO Environment, Energy and Process Innovation, P.O. ... The emission factor for household laundry and dishwasher detergents is a function of the fraction of sewer connected to a STP (fc) and the fraction removal in a STP (frs), assuming that all households are connected to a sewer system (5, 10). ... There are several possible reasons for the observed differences:? not all European waterglass production is for the European market, and European countries may import waterglass from the U.S. or Japan. ...

Henno P. van Dokkum; Jan H. J. Hulskotte; Kees J. M. Kramer; Joël Wilmot

2003-12-12T23:59:59.000Z

119

Safe Operating Procedure (Reviewed 7/09)  

E-Print Network [OSTI]

radioactive material is used (including sewer disposal). The RSC may require a higher contamination survey://ehs.unl.edu/) Use of radioactive materials requires a safety protocol be submitted to the UNL Radiation Safety for Radioactive Material Use request for approval by the UNL RSC. Contact the UNL Radiation Safety Officer (RSO

Farritor, Shane

120

ABSTRACTS:  

Science Journals Connector (OSTI)

......other calamities of natural origin. The Disaster...HellenicMining Coof Cyprus has yielded a large...evaluation difficult. The natural wavefield used in...telephone cables, gas and sewer pipes is...technology used for gas hazard surveys at...TROODOS OPHIOLITE, CYPRUS G Maliotis, Hellenic......

Abstracts for the Fifteenth UK Geophysical Assembly

1991-03-01T23:59:59.000Z

Note: This page contains sample records for the topic "newnan wtr sewer" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


121

Naval Academy: Lockstep Program Is Abandoned  

Science Journals Connector (OSTI)

...and the building of safe water systems and sewers...Academy adopted two fundamental changes of policy...were descriptions of boilers, pumps, and guns included...Instruction in the operation of specific naval radar...such details of the operation as aquanaut experiences...

Luther J. Carter

1965-11-19T23:59:59.000Z

122

Geophysical Research Abstracts, Vol. 11, EGU2009-11867, 2009  

E-Print Network [OSTI]

, of rainwater and of stormwater discharges at the outlet of experimental catchments, ii) the EMC (Event Mean(s) 2009 Assessment of fluxes of priority pollutants in stormwater discharges in two urban catchments Vernaison, France Keywords: WFD, priority pollutants, stormwater, sewer systems, atmospheric deposition

Paris-Sud XI, Université de

123

150 CORNELL MASTER PLAN FOR THE ITHACA CAMPUS PART 1: OVERALL PLAN Cornell cannot function without  

E-Print Network [OSTI]

function without reliable electricity, gas, heat, cooling, water and sewers, and the campus is serviced of distribution systems. That magnitude of change is more likely to bring about basic system design changes aimed at increasing efficiency, redundancy and capacity, reducing line losses, and simplifying long- Locate utility

Chen, Tsuhan

124

CX-012384: Categorical Exclusion Determination  

Broader source: Energy.gov [DOE]

Eleven Soil Bores Along the M-Area Abandoned Process Sewer Line for Vadose Zone Characterization CX(s) Applied: B3.1 Date: 05/19/2014 Location(s): South Carolina Offices(s): Savannah River Operations Office

125

ECOSYSTEM COMPONENT CHARACTERIZATION 461 Failing or nearby septic tank systems  

E-Print Network [OSTI]

ECOSYSTEM COMPONENT CHARACTERIZATION 461 · Failing or nearby septic tank systems · Exfiltration from sanitary sewers in poor repair · Leaking underground storage tanks and pipes · Landfill seepage or natural environment Leaks from underground storage tanks and pipes are a common source of soil

Pitt, Robert E.

126

To walk with giants: a collection of short fiction and poetry  

E-Print Network [OSTI]

into the sewers. The pyrotechnics went off. Fire on either side of the stage and the singer's features were lit with flame and we danced and moved by Inferno's light. Like a spell like a dream. And just as quickly it was over. When the music stopped the thrall...

Valdez, Reynaldo Alexander

2009-05-15T23:59:59.000Z

127

On Rivers, Flowers, Fruits, and More  

Science Journals Connector (OSTI)

...Brazil to catalog and preserve plants. Midway through, de Martino switches gears to focus on...FIERCE GREEN FIRE A Fierce Green Fire: The Battle for a Living Planet. Mark Kitchell, director. First...some of whom have become involved in battle to recognize sewers and drains for the...

2013-05-10T23:59:59.000Z

128

Life Cycle environmental Assessment (LCA) of sanitation systems including sewerage: Case of vertical  

E-Print Network [OSTI]

Life Cycle environmental Assessment (LCA) of sanitation systems including sewerage: Case The article presents the application of Life Cycle Assessment (LCA) to a complete sanitation system including the sewer network. It first describes the LCA hypothesis which concerns two types of waste water

Paris-Sud XI, Université de

129

Freshwater flooding from rivers, overflowing sewage and septic systems and other sources can have a signifi-  

E-Print Network [OSTI]

there is no hazardous flood debris such as pro- pane tanks, pressurized-gas cylinders, refrigerators, air conditioners/sewer lines and oil/ gas pipelines, but you will be told whether or not you will have to contact those will locate all electrical, natural gas, communications and telephone lines.It may or may not locate water

130

Built Systems Report Back #1  

E-Print Network [OSTI]

· Electrical Distribution and Low Voltage · Sanitary Sewer · Building Envelope · Canal structure #12;Summary impacting energy consumption · Work-Arounds ­ Switch power feeds from south to north ­ Modifications. #12;Existing Management Plans / Processes · SSC Master Plan · FOSC Contract (Mainly Annex 3 & 5

131

Materialization TradeOffs in Hierarchical Shortest Path Algorithms  

E-Print Network [OSTI]

Materialization Trade­Offs in Hierarchical Shortest Path Algorithms Shashi Shekhar, Andrew Fetterer] form the kernel of many important applica­ tions including transportation; water, electric, and gas utilities; telephone networks; urban management; sewer maintenance, and irrigation canal man­ agement

Shekhar, Shashi

132

DIME Workshop :Environmental innovation in Infrastructure sectors 30/9 -1/10/2009 Karlsruhe  

E-Print Network [OSTI]

for rehabilitation. We worked out criteria such as time loss due to traffic deviation, economic loss for trades due to accessibility problems during works but also criteria concerning ground water or surface water pollution damages material goods ( Werey & al., 2005) A second project INDIGAU " Performance Indicators for urban sewer

Paris-Sud XI, Université de

133

1.0 GAS TRANSFER An important process used in water and wastewater treatment. Also very important when  

E-Print Network [OSTI]

of H2S in septic sewers causing pipe corrosion. 2. CO2 Stripping of some ground waters, industrial1.0 GAS TRANSFER An important process used in water and wastewater treatment. Also very important wastewaters to the stream. Gas/Liquid Interface Gas Liquid Gas transfer to the liquid is absorption Gas

Stenstrom, Michael K.

134

Beecher, Institute of Public Utilities, MSU [2010] [ 1 ] IPU RESEARCH NOTE  

E-Print Network [OSTI]

gas Local phone ALL ITEMS (CPI) Postage Electricity Internet (1997=100) Wireless (1997=100) Interstate: electricity, natural gas, fuel oil, water and sewer, local telephone service, interstate telephone service, wireless phone service, internet service, cable and satellite television, garbage collection, and postage

135

This article has been published in: Urban Water Journal, Vol. 9(1), 2012 Rainwater harvesting to control stormwater runoff in suburban areas.  

E-Print Network [OSTI]

. Keywords: rainwater harvesting; source control; BMP; runoff; rainfall-runoff analysis; sewer overflows 11 This article has been published in: Urban Water Journal, Vol. 9(1), 2012 Rainwater harvesting). * corresponding author : guido.petrucci@leesu.enpc.fr On a 23 ha urban watershed, 10 km East of Paris, rainwater

Paris-Sud XI, Université de

136

Water 2013, 5, 1-12; doi:10.3390/w5010001 ISSN 2073-4441  

E-Print Network [OSTI]

suffers from uncertainties in long-term rainfall predictions as well as inside sewer system simulation, Water Quality and Solid Waste Management, University of Stuttgart, Bandtaele 2, 70569 Stuttgart, Germany filter beds allows direct feedings with untreated combined runoff. Permanent water storage in deep layers

Paris-Sud XI, Université de

137

High Speed Track Railways day Design Considerations and Efficient  

E-Print Network [OSTI]

and Storm Sewers 1 Chemical & Soil Remediation 1 #1-Pure Design Firm #1-Transportation #1-Rail #1-Pure Facilities 2 Highways 2 Bridges 2Bridges 2 Education 2 Airports 2 Water 3 Program Management 4 #12;From Sacramento-Fresno EIR/EIS Georgia HSR Ground Study Sections HSL Madrid-Málaga #12;1 Some figures about HSR

Greenaway, Alan

138

Exam Object-Oriented Programming, 3 July 2002 Name: Studienkz. Matrikelnummer  

E-Print Network [OSTI]

is hooked up to various devices: a valve that it can open to let in water, and close to stop the ow, a heating element to heat the water, a pump to pump water into the sewer, an electric lock for the door, and a motor that can turn the drum left or right at various speeds. The controller is also hooked up

139

FEBRUARY 2013 WATER technical features  

E-Print Network [OSTI]

produced and distributed drinking water while sewers collected wastewater for treatment at remote plants, solutions to wastewater infrastructure need to be effective in protecting public health and preserving water the potential to achieve these goals in rural areas, peri- urban developments, small towns and urban centres

140

www.ext.vt.edu Produced by Communications and Marketing, College of Agriculture and Life Sciences,  

E-Print Network [OSTI]

the extent of public sewers, developing them requires a means for on-site wastewater treatment and dispersal in establish- ing on-site wastewater treatment and disposal systems on nonideal soils, as described in On online through the Vir- ginia Cooperative Extension website (www.ext.vt.edu). Wastewater Treatment

Liskiewicz, Maciej

Note: This page contains sample records for the topic "newnan wtr sewer" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


141

1. Introduction The use of radar rainfall data for hydrological model-  

E-Print Network [OSTI]

feed an interceptor sewer (up to 2.35 m box sec- tion) that conveys flows to a wastewater treatment for the supply of potable water and the treatment of wastewater in the north- west of England. The primary radar rainfall data was as an input to rainfall­runoff models of rural river systems. Building

Fox, Neil I.

142

SheetEnvironment, Health and Safety Information for the Berkeley Campus Please post or circulate  

E-Print Network [OSTI]

) 642-3073 Revised 4/22/13 Air Quality Odors Affecting Your Workplace Problem odors indoors are among the ventilation.This is because the air moving from the supply vent pulls room air along with it, giving a seal, preventing sewer gases from escaping out of the drain into your area. Dry traps are often found

Cohen, Ronald C.

143

ORIGINAL PAPER Managing climate change risks in New York City's water  

E-Print Network [OSTI]

, and wastewater treatment systems, has developed a climate risk management framework through its Climate Change to the effects of climate change must become a regular part of planning for water supply, sewer, wastewaterORIGINAL PAPER Managing climate change risks in New York City's water system: assessment

144

Water protection in coke-plant design  

SciTech Connect (OSTI)

Wastewater generation, water consumption, and water management at coke plants are considered. Measures to create runoff-free water-supply and sewer systems are discussed. Filters for water purification, corrosion inhibitors, and biocides are described. An integrated single-phase technology for the removal of phenols, thiocyanides, and ammoniacal nitrogen is outlined.

G.I. Alekseev [Giprokoks, the State Institute for the Design of Coke-Industry Enterprises, Kharkov (Ukraine)

2009-07-15T23:59:59.000Z

145

Aluminum Removal from Photographic Waste Submitted to Dr. Tony Bi  

E-Print Network [OSTI]

Aluminum Removal from Photographic Waste Submitted to Dr. Tony Bi By: Kristen Favel, Tiffany Jung, and Kenny Tam CHBE 484 University of British Columbia April 15, 2009 #12;ii "Aluminum Removal from photographic waste has shown elevated levels of aluminum in the fixer, which exceed sewer discharge standards

146

WASTEWATER SYSTEMS Henrik Bechmann  

E-Print Network [OSTI]

MODELLING OF WASTEWATER SYSTEMS Henrik Bechmann Lyngby 1999 ATV Erhvervsforskerprojekt EF 623 IMM, N. K. (1998). Control of sewer systems and wastewater treatment plants using pollutant concentration., and Nielsen, M. K. (1999). Grey box modelling of first flush and incoming wastewater at a wastewater treatment

147

WASTEWATER SYSTEMS Henrik Bechmann  

E-Print Network [OSTI]

MODELLING OF WASTEWATER SYSTEMS Henrik Bechmann Lyngby 1999 ATV Erhvervsforskerprojekt EF 623 IMM., and Poulsen, N. K. (1998). Control of sewer systems and wastewater treatment plants using pollutant, N. K., and Nielsen, M. K. (1999). Grey box modelling of first flush and incoming wastewater

148

This article was originally published in a journal published by Elsevier, and the attached copy is provided by Elsevier for the  

E-Print Network [OSTI]

28403, USA Abstract A sewer main serving a large municipal wastewater system ruptured, discharging along the US East Coast. The biochemical oxygen demand caused severe hypoxia in the system, causing a; Estuary 1. Introduction Raw human wastewater contains a potent mixture of contaminants, including

Mallin, Michael

149

Corporate Overview Founded on Values  

E-Print Network [OSTI]

Manufacturing Petroleum Maintenance Pipeline Design Sewer/Wastewater Design Sewerage and Solid Waste Site Assessment and Compliance Wastewater Treatment Plants Water Treatment and Desalination Plants Working participating in EWB-USA trips. To date we have awarded 92 grants totaling US$350,000 Created a CH2M HILL EWB

Subramanian, Venkat

150

11/17/11 Treatment Wetlands  

E-Print Network [OSTI]

of Wetlands Across the US But there is hope... Everything Is Connected Need Drives wastewater treatment faciliOes, combined sewer overflows, municipal stormwater, industry Annual cost of eutrophica1on in US freshwaters is es1mated to be $2.2B (Dodds

Gray, Matthew

151

Material Safety Data Sheet HMIS FLAMMABILITY  

E-Print Network [OSTI]

-87-3 No data No data No data viscosity.0 Extinguishing Media - Use water fog, foam, dry chemical or CO2. Use water spray to cool fire-exposed containers spray. Prevent spill from entering drains, sewers, streams or other bodies of water. If run-off occurs

Rollins, Andrew M.

152

www.ext.vt.edu Produced by Communications and Marketing, College of Agriculture and Life Sciences,  

E-Print Network [OSTI]

water may also indicate sewage contamination, particularly in poorly constructed or shallow wells located near leaky sewer lines or septic drainfields. Sewage contamination can also introduce coliform bacteria and other potentially hazardous contaminants, like nitrates, into your water supply. If sewage

Liskiewicz, Maciej

153

09-07-13 07:53More snapping turtles spotted in Ottawa: residents Page 1 sur 5http://www.cbc.ca/canada/ottawa/story/2009/07/10/ottawa-turtle-eggs-rideau.html#socialcomments  

E-Print Network [OSTI]

09-07-13 07:53More snapping turtles spotted in Ottawa: residents Page 1 sur 5http://www.cbc.ca/canada/ottawa/story/2009/07/10/ottawa-turtle-eggs-rideau.html#socialcomments More snapping turtles spotted in Ottawa the Rideau River say they've seen more snapping turtles since construction on the city's sewers began

Blouin-Demers, Gabriel

154

Ann. N.Y. Acad. Sci. ISSN 0077-8923 Introduction to Climate Change Adaptation in New  

E-Print Network [OSTI]

actions that reduce greenhouse gas emissions will help to decrease the magnitude and impact of future energy demand; more frequent and more extensive street, basement, and sewer flooding; and permanent change and impact scientists, university scholars, and private-sector experts to advise on issues related

155

Tuberculosis, a Preventable and Curable Disease, Modern Methods for the Solution of the Tuberculosis Problem  

Science Journals Connector (OSTI)

...sewers, improved water supplies and the...cesspool with 18 cbm. contents is capable...hours with 18.79 cbm. of impure gases and it requires...explain how pure water is connected with...fol-lowing papers: " The Production of New Hydranths...

Geo. M. Kober

1909-10-01T23:59:59.000Z

156

REPLACE YOUR MERCURY THERMOMETERS BEFORE THEY BREAK!  

E-Print Network [OSTI]

REPLACE YOUR MERCURY THERMOMETERS BEFORE THEY BREAK! Did you know, mercury from broken thermometers to the local environment, if broken thermometers in sinks eventually end at the sanitary sewer plant. Broken mercury thermometers create hazardous waste that is costly to clean up and costly to dispose of. Other

157

Data:Dcd6ba6e-7d2c-4eab-b635-adb4e057c80e | Open Energy Information  

Open Energy Info (EERE)

Dcd6ba6e-7d2c-4eab-b635-adb4e057c80e Dcd6ba6e-7d2c-4eab-b635-adb4e057c80e No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Gastonia, North Carolina (Utility Company) Effective date: 2012/07/01 End date if known: Rate name: SCHEDULE RW - Res. / ele. wtr heating Sector: Residential Description: *Fixed Monthly Charge = $10.40 + REPS($0.47) = $10.87 Source or reference: *Binder "A" Gastonia, North Carolina Source Parent: Comments Applicability Demand (kW) Minimum (kW): Maximum (kW): History (months): Energy (kWh) Minimum (kWh): Maximum (kWh): History (months): Service Voltage Minimum (V):

158

CX-002678: Categorical Exclusion Determination | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

8: Categorical Exclusion Determination 8: Categorical Exclusion Determination CX-002678: Categorical Exclusion Determination South District County Waster and Sewer Department - lnstallation of Co-Generation Units 4 & 5 and Landfill Gas Pipeline Construction CX(s) Applied: B5.1 Date: 06/07/2010 Location(s): Miami-Dade County, Florida Office(s): Energy Efficiency and Renewable Energy, Golden Field Office Miami-Dade County Florida, through the Miami-Dade County Waster and Sewer Department (MDWASD), would utilize Energy Efficiency and Conservation Block Grant (EECBG) funds to implement two phases of a related project. 1) construction of an integrated cogeneration system at the County's South District Wastewater Treatment Plant (SDWWTP), located at 8950 SW 232nd Street, Miami; and 2) construction of a landfill gas (LFG) pipeline from

159

CX-000520: Categorical Exclusion Determination | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

20: Categorical Exclusion Determination 20: Categorical Exclusion Determination CX-000520: Categorical Exclusion Determination 690-N (Ford Building) Fire System Isolation and Sanitary Sewer Grouting CX(s) Applied: B1.27 Date: 09/02/2009 Location(s): Aiken, South Carolina Office(s): Environmental Management, Savannah River Operations Office Firewater service to Building 690-N (the Ford Building) will be rendered unavailable by cutting and capping the firewater header to the building. Preparation for excavation and isolation will necessitate the removal of some existing vegetation (pine tree) for the fire system isolation to proceed. Additionally, all access points to the sanitary sewer lines from inside Building 690-N will be grouted closed. DOCUMENT(S) AVAILABLE FOR DOWNLOAD CX-000520.pdf More Documents & Publications

160

CX-001232: Categorical Exclusion Determination | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

32: Categorical Exclusion Determination 32: Categorical Exclusion Determination CX-001232: Categorical Exclusion Determination Test Reactor Area-609 Compressed Air System Drain Line Modification and Valve Replacement CX(s) Applied: B2.5 Date: 03/18/2010 Location(s): Idaho Office(s): Idaho Operations Office, Nuclear Energy Due to periods of insufficient water flow to the sewer ponds, the clay liners in the ponds can dry out and crack. This proposed action is to add an additional drain line, which will allow clean well water that has been used to cool compressors to then be drained into the sewer system ponds during low flow periods in order to maintain a higher, more consistent water level. There are no chemicals added to the water. DOCUMENT(S) AVAILABLE FOR DOWNLOAD CX-001232.pdf More Documents & Publications

Note: This page contains sample records for the topic "newnan wtr sewer" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


161

Microsoft Word - City_of_Sherwood_LURR_CX.docx  

Broader source: Energy.gov (indexed) [DOE]

5, 2013 5, 2013 REPLY TO ATTN OF: KEC-4 SUBJECT: Environmental Clearance Memorandum Julie Goodrich Project Manager - TERR-3 Proposed Action: City of Sherwood Sewer Line Replacement Land Use Review Request Budget Information: 184006 Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021): B 4.9 Multiple use of powerline rights-of-way Location: Sherwood, Washington County, Oregon Proposed by: Bonneville Power Administration (BPA) Description of the Proposed Action: BPA proposes to approve a land use review request (LURR) submitted by the city of Sherwood (city) to replace a portion of its proposed sewer line within existing BPA fee-owned right-of-way (ROW) between structure 19/11 of BPA's Keeler-Oregon City No. 2 115-kilovolt (kV) transmission line and SW Tualatin-Sherwood Road. The city would replace

162

CX-002979: Categorical Exclusion Determination | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

979: Categorical Exclusion Determination 979: Categorical Exclusion Determination CX-002979: Categorical Exclusion Determination Oregon Energy Efficiency and Conservation Block Grant Formula - City of Winston CX(s) Applied: B2.5, B1.3 Date: 07/12/2010 Location(s): Winston, Oregon Office(s): Energy Efficiency and Renewable Energy, Golden Field Office The City of Winston, Oregon proposes to use $240,000 of Energy Efficiency and Conservation Block Grant (EECBG) funding towards the total cost of a proposed wastewater pumping retrofit project at a sewer lift station. The current sewer lift station design incorporates three 110 horsepower (HP) pumps which currently do not work well at low flows, where pumps are running constantly and against throttling valves. The proposed project would replace one of the 110 HP pumps with a 25 HP pump (85 HP reduction),

163

Report on Water Data Collection in the 2007 CBECS  

Gasoline and Diesel Fuel Update (EIA)

Water Questions Added to the 2007 Commercial Buildings Energy Consumption Water Questions Added to the 2007 Commercial Buildings Energy Consumption Survey (CBECS) SECTION E. MISCELLANEOUS EQUIPMENT E14 Sewer flow metered SWRMET9 ASK IF Any energy used & CBECS Activity = Education; Food sales; Food service; Inpatient health care; Laboratory; Lodging; Nursing; Office; Outpatient health care; Public assembly; Public order and safety; OR Religious worship Is the sewer flow metered for this building? 1 Yes 2 No NEXT  E15 [Sterilizers or autoclaves] E15 Sterilizers or autoclaves STRLZR9 ASK IF Any energy used & CBECS Activity = Education; Food sales; Food service; Inpatient health care; Laboratory; Lodging; Nursing; Office; Outpatient health care; Public assembly; Public order and safety; OR Religious worship

164

Hydrogen & Fuel Cells | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

Water Pollution (Illinois) Water Pollution (Illinois) This article states regulations for water quality standards, effluent standards, monitoring and reporting methods, sewer discharge criteria and information about permits. October 16, 2013 Waste not Discharged to Surface Waters (North Carolina) The rules in this Subchapter apply to all persons proposing to construct, alter, extend, or operate any sewer system, treatment works, disposal system, contaminates soil treatment system, animal waste management system, stormwater management system or residual disposal/utilization system which does not discharge to surface waters of the state, including systems which discharge waste onto or below land surface. October 16, 2013 Wage Tax Credit (District of Columbia) The District offers a credit of 10% of wages paid for the first 24 months

165

Fermi National Accelerator Laboratory September 2012  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

2 2 Tritium, which has a half-life of 12.3 years, is an expected byproduct of accelerator operations at Fermilab. As part of our environmental monitoring program, we regularly sample the water discharged into the creeks on site and report the results to the Illinois Environmental Protection Agency, as required by state regulations. We also regularly test the water in the sanitary sewers. The low levels of tritium found since 2005 in Indian Creek, some Fermilab ponds and the sanitary sewers are far lower than the standards Fermilab is required to meet. They pose no threat to human health or the environment. Fermilab is committed to go beyond merely satisfying the regulatory standards. We strive to keep the tritium discharges as low as reasonably achievable, keep the public fully informed, and engage

166

DATE  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

7 7 SECTION A. Project Title: TRA-609 Compressed Air System Drain Line Modification and Valve Replacement SECTION B. Project Description: Due to periods of insufficient water flow to the sewer ponds, the clay liners in the ponds can dry out and crack. This proposed action is to add an additional drain line, which will allow clean well water that has been used to cool compressors to then be drained into the sewer system ponds during low flow periods in order to maintain a higher, more consistent water level. There are no chemicals added to the water. This project will replace the 1.5" compressor oil cooling water solenoid valves with ball valves on M-6, M-7 and M-8; replace the 2" compressor oil and air cooling system flow control valves on M-6, M-8 and M-9; install a new check valve in the compressed air system auxiliary compressor line; install a drain line

167

DATE  

Broader source: Energy.gov (indexed) [DOE]

7 7 SECTION A. Project Title: TRA-609 Compressed Air System Drain Line Modification and Valve Replacement SECTION B. Project Description: Due to periods of insufficient water flow to the sewer ponds, the clay liners in the ponds can dry out and crack. This proposed action is to add an additional drain line, which will allow clean well water that has been used to cool compressors to then be drained into the sewer system ponds during low flow periods in order to maintain a higher, more consistent water level. There are no chemicals added to the water. This project will replace the 1.5" compressor oil cooling water solenoid valves with ball valves on M-6, M-7 and M-8; replace the 2" compressor oil and air cooling system flow control valves on M-6, M-8 and M-9; install a new check valve in the compressed air system auxiliary compressor line; install a drain line

168

U.S. Department of Energy Categorical Exclusion Determination Form  

Broader source: Energy.gov (indexed) [DOE]

Edible Oil Deployment for Enhanced cVOC Attenuation at the M Area Abandoned Process Sewer Line (MAPSL) Edible Oil Deployment for Enhanced cVOC Attenuation at the M Area Abandoned Process Sewer Line (MAPSL) Savannah River Site Aiken/Aiken/South Carolina As part of the RCRA Corrective Action Program for M Area, three injection wells (MOI-1 through MOI-3) were previously approved for UIC to have seventy-five gallons ofVOS (TM) edible oil injected into the wells. VOS sequesters the cVOCs by diffusion and partitioning, and creates an efficient bioreactor for degradation for long-term enhanced attenuation and flux reduction This is a second deployment of VOS(TM) at injection wells MOI-1 through MOI-3. B3.1 - Site characterization and environmental monitoring Andrew R. Grainger Digitally signed by Andrew R. Grainger DN: cn=Andrew R. Grainger, o=DOE-SR, ou=EQMD,

169

Fermilab | Tritium at Fermilab | Steps taken to reduce the amount of  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Steps taken to reduce the amount of tritium Steps taken to reduce the amount of tritium Actions taken in response to the detection of low levels of tritium in surface and sewer water in November 2005 What did we detect in November 2005? In November 2005, for the first time in the then-35-year history of our environmental monitoring program at Fermilab, we detected low levels of tritium in a stream leaving the Fermilab site, and in the sanitary sewers that pump water to the Batavia Wastewater Treatment Plant. The levels detected were far lower than the federal water standards that Fermilab is required to meet, and pose no threat to human health or the environment. (Our Frequently Asked Questions page provides more general information about tritium.) How much tritium did we find? Very little. Samples of Indian Creek, taken just inside the Fermilab

170

Process Optimization Assessments at Fort Leonard Wood, Missouri and Fort Carson, Colorado  

E-Print Network [OSTI]

cost UTILITY UNIT COST Electricity 4.37¢/kwh (incl.$5.90/kW-mo) Natural gas $5.03/MMBtu No. 2 Fuel Oil $0.69/gal or $5.31/MMBtu Water $1.46/kgal Sewer $2.84/kgal Table 7. 2002 Ft. Carson purchased electricity Table 8. 2002 Purchased fuel... cost UTILITY UNIT COST Electricity 4.37¢/kwh (incl.$5.90/kW-mo) Natural gas $5.03/MMBtu No. 2 Fuel Oil $0.69/gal or $5.31/MMBtu Water $1.46/kgal Sewer $2.84/kgal Table 7. 2002 Ft. Carson purchased electricity Table 8. 2002 Purchased fuel...

Lin, M.; Vavrin, J.; Smith, W.

2004-01-01T23:59:59.000Z

171

Design criteria Drain Rerouting Project 93-OR-EW-2  

SciTech Connect (OSTI)

This document contains the design criteria to be used by the architect-engineer (A--E) in the performance of Title I and II design for the Drain Rerouting Project. The Drain Rerouting project at the US Department of Energy`s (DOE) Oak Ridge Reservation in Oak Ridge, Tennessee will provide the Y-12 Plant with the capability to reroute particular drains within buildings 9202, 9203 and 9995. Process drains that are presently connected to the storm sewer shall be routed to the sanitary sewer to ensure that any objectionable material inadvertently discharged into process drains will not discharge to East Fork Popular Creek (EFPC) without treatment. The project will also facilitate compliance with the Y-12 Plant`s National Pollutant Discharge Elimination System (NPDES) discharge permit and allow for future pretreatment of once-through coolant.

Not Available

1993-04-01T23:59:59.000Z

172

Water Conservation Best Practices | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

Water Conservation Best Practices Water Conservation Best Practices Water Conservation Best Practices October 24, 2013 - 2:35pm Addthis Federal sites across the country are incorporating water efficiency measures as part of their overall comprehensive UESC projects. As it becomes more difficult to secure internal funding for efficiency projects, working with your local utility can be a very effective way to implement a comprehensive program that incorporates water efficiency measures. Why Water Conservation? The rising cost of water and sewer services is one reason sites should include water efficiency measures as part of their overall efficiency program. The General Services Administration (GSA) water and sewer rates have increased, on average, by 23% between 1993 and 1999. In the GSA Rocky

173

Page not found | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

61 - 9670 of 28,560 results. 61 - 9670 of 28,560 results. Download CX-006625: Categorical Exclusion Determination 221-F Canyon Truckwell Heating, Ventilation, and Air Conditioning System CX(s) Applied: B1.5 Date: 07/29/2011 Location(s): Aiken, South Carolina Office(s): Savannah River Operations Office http://energy.gov/nepa/downloads/cx-006625-categorical-exclusion-determination Download CX-000544: Categorical Exclusion Determination Cut and Cap Sanitary Sewer Line from Building 773-71A CX(s) Applied: B1.27 Date: 11/18/2009 Location(s): Aiken, South Carolina Office(s): Environmental Management, Savannah River Operations Office http://energy.gov/nepa/downloads/cx-000544-categorical-exclusion-determination Download CX-000545: Categorical Exclusion Determination Cut and Cap Sanitary Sewer Lines from Buildings 740-7A and 740-16A

174

CHl 98 . 18-23 APRIL 1998 Delegation and Circumvention  

E-Print Network [OSTI]

University Pittsburgh PA 15213 USA Pittsburgh PA 15213 USA +1412 363 8308 +14122687182 su.Furthermore, several longitudinal and real- ~em-kion to make di&Jhrd copies ofail or part oft& mat&d for Personal or cl&t is by permission of the ACM, Inc. To copyo&n%&, to repubhh, 10post on sewers or to redistribute to lists, requ

Bhavnani, Suresh K.

175

Fifty Years of Progress and Challenges for the Next Century  

E-Print Network [OSTI]

water. ? Mosaic law (c. 1300 BC) required waste disposal outside of the camp and isolation (quarantine) of lepers and diseased persons. ? The Cloaca Maxima (Great Sewer) was built in the 6th century BC to drain sewage and stormwater from the forum... in Table 1, these historical periods were marked by an increased incidence and awareness of disease; by the beginnings of modern science (which would eventually establish the scientific basis for controlling disease and pollution); and by the development...

Randtke, S. J.

2000-02-02T23:59:59.000Z

176

M-Area Hazardous Waste Management Facility. Fourth Quarter 1994, Groundwater Monitoring Report  

SciTech Connect (OSTI)

The unlined settling basin operated from 1958 until 1985, receiving waste water that contained volatile organic solvents used for metal degreasing and chemical constituents and depleted uranium from fuel fabrication process in M Area. The underground process sewer line transported M-Area process waste waters to the basin. Water periodically overflowed from the basin through the ditch to the seepage area adjacent to the ditch and to Lost Lake.

Chase, J.A.

1995-04-20T23:59:59.000Z

177

Land disposal of water treatment plant sludge -- A feasibility analysis  

SciTech Connect (OSTI)

In this study, the following alternative disposal methods for the Buffalo Pound Water Treatment Sludge were evaluated: landfilling, discharge into sanitary sewers, long-term lagooning, use in manufacturing, co-composting, alum recovery and land application. Land application was chosen at the best disposal alternative. Preliminary design resulted in a 1% dry alum sludge loading rate (25 tonnes/ha), requiring 35 ha over a nine-year period and a phosphorus fertilizer supplement of about 50kg/ha.

Viraraghavan, T.; Multon, L.M.; Wasylenchuk, E.J.

1998-07-01T23:59:59.000Z

178

Adaptation Plan  

E-Print Network [OSTI]

Environment ? Natural Environment ? People FIVE STRATEGIES Copyright 2011, City of Chicago ADAPTATION ESL-KT-11-11-16 9 CCAP Adaptation Evolution 2007 2008 2009 2010 ? Understood the climate science: Assess climate impacts ? Assessed economic... E xi st in g Tr un k Existing on Rogers Rogers Ave CIP Stormwater management: Chicago?s comprehensive sewer model Climate impacts Example actions to prepare the built environment Copyright 2011, City of Chicago ESL-KT-11-11-16 13 CCAP...

Durnbaugh, A.

2011-01-01T23:59:59.000Z

179

On-Site Wastewater Treatment Systems: Graywater  

E-Print Network [OSTI]

-6176 3-08 Figure 1: A diagram of separate blackwater and graywater plumbing systems. W ith water reuse gaining popularity, people increasingly consider graywater from their residences as a resource to be separated from the wastewater stream... and reused in their landscapes. Such reuse of graywater reduces the amount of wastewater entering sewers or onsite wastewater treatment systems, reduces demands to use potable water for other residential uses like irrigation and helps preserve limited...

Melton, Rebecca; Lesikar, Bruce J.; Smith, David; O'Neill, Courtney

2008-04-03T23:59:59.000Z

180

Onsite Wastewater Treatment Systems: Graywater Safety  

E-Print Network [OSTI]

irrigation and decr,ease the amount of wastewater entering sewers or onsite wastewater treatment systems. Onsite wastewater treatment systems However, homeowners who irrigate their lawns with graywater need to understand the risks and safety issues.... Residential wastewater can be classified as either blackwater (sew- age containing fecal matter or food wastes) or graywater. If graywater is collected separately from blackwater, it can be dispersed as irrigation water with less treatment than...

Melton, Rebecca; Lesikar, Bruce J.

2008-10-23T23:59:59.000Z

Note: This page contains sample records for the topic "newnan wtr sewer" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


181

Onsite Wastewater Treatment Systems: Graywater Use and Water Quality  

E-Print Network [OSTI]

their homes in their landscapes. This reuse of graywater can reduce the amount of wastewater entering sewers or treatment systems, reduce the amount of fresh water used on landscapes and help preserve limited fresh water supplies. Onsite wastewater...-washing machines ? The code excludes water that has washed materials soiled with human waste, such as diapers, and water that has been in contact with toilet waste. This water, known as blackwater, includes flush water from toilets and urinals and wastewater...

Lesikar, Bruce J.; Mechell, Justin; Alexander, Rachel

2008-08-28T23:59:59.000Z

182

Sewage Sludge as a Biomass Resource for the Production of Energy: Overview and Assessment of the Various Options  

Science Journals Connector (OSTI)

Sewage Sludge as a Biomass Resource for the Production of Energy: Overview and Assessment of the Various Options† ... This effort simultaneously proceeded with an enforcement of the industry and households to reduce or eliminate the discharge of toxic pollutants into the sewer. ... A lot of effort has been put into the manufacturing of valuable products by thermal solidification of the inorganic sludge compounds, especially in Japan. ...

Wim Rulkens

2007-09-25T23:59:59.000Z

183

Removal of mercury from solids using the potassium iodide/iodine leaching process  

SciTech Connect (OSTI)

Potassium iodide (KI) and iodine (I{sub 2}) leaching solutions have been evaluated for use in a process for removing mercury from contaminated mixed waste solids. Most of the experimental work was completed using surrogate waste. During the last quarter of fiscal year 1995, this process was evaluated using an actual mixed waste (storm sewer sediment from the Oak Ridge Y-12 Site). The mercury content of the storm sewer sediment was measured and determined to be approximately 35,000 mg/kg. A solution consisting of 0.2 M I{sub 2} and 0.4 M KI proved to be the most effective leachant used in the experiments when applied for 2 to 4 h at ambient temperature. Over 98% of the mercury was removed from the storm sewer sediment using this solution. Iodine recovery and recycle of the leaching agent were also accomplished successfully. Mathematical model was used to predict the amount of secondary waste in the process. Both surrogate waste and actual waste were used to study the fate of radionuclides (uranium) in the leaching process.

Klasson, K.T.; Koran, L.J. Jr.; Gates, D.D.; Cameron, P.A.

1997-12-01T23:59:59.000Z

184

FORSCOM installation characterization and ranking for water efficiency improvement  

SciTech Connect (OSTI)

On March 11, 1994, President Clinton signed Executive Order 12902-Energy Efficiency and Water Conservation at Federal Facilities. Section 302 of the Executive Order calls for energy and water prioritization surveys of federal facilities to be conducted. The surveys will be used to establish priorities for conducting comprehensive facility audits. In response to the requirements of the Executive Order, the U.S. Army Forces Command (FORSCOM) has tasked Pacific Northwest Laboratory (PNL) to initiate a broad study of the water savings potential at each of its major installations. This report provides an assessment of the water, sewer, energy (for hot water production and pumping), and associated cost savings potential at ten of the major FORSCOM installations. This assessment is meant to be a {open_quotes}first pass{close_quotes} estimate of the water savings potential, to assist FORSCOM in prioritizing installations for detailed water audits and potential water efficient retrofits. In addition, the end uses (toilets, sinks, showerheads, irrigation, etc.) with the greatest water savings potential are identified at each installation. This report is organized in the following manner. Following this Introduction, Section 2 provides important background information pertaining to the water analysis. Section 3 describes the methodology employed in the analysis, and Section 4 summarizes the study results. Section 5 prioritizes the installations based on both water/sewer savings and cost associated with water, sewer, and energy savings. Section 6 provides recommendations on where to start detailed water audits, as well as other recommendations. References are listed in Section 7. The appendices provide specific information on the analysis results and methodology, along with a discussion of special issues.

Fitzpatrick, Q.K.; McMordie, K.L.; Di Massa, F.V. [and others

1995-05-01T23:59:59.000Z

185

Water Pollution (Illinois) | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

(Illinois) (Illinois) Water Pollution (Illinois) < Back Eligibility Agricultural Commercial Construction Fuel Distributor Industrial Utility Savings Category Alternative Fuel Vehicles Hydrogen & Fuel Cells Program Info State Illinois Program Type Environmental Regulations Provider Illinois EPA This article states regulations for water quality standards, effluent standards, monitoring and reporting methods, sewer discharge criteria and information about permits. It is the purpose of these rules and regulations to designate the uses for which the various waters of the State shall be maintained and protected; to prescribe the water quality standards required to sustain the designated uses; to establish effluent standards to limit the contaminants discharged to the waters; and to prescribe additional

186

SBOT VIRGINIA THOMAS JEFFERSON LAB POC Danny Llyod Telephone  

Broader source: Energy.gov (indexed) [DOE]

VIRGINIA VIRGINIA THOMAS JEFFERSON LAB POC Danny Llyod Telephone (757) 269-7121 Email lloyd@jlab.org ADMINISTATIVE / WASTE / REMEDIATION Facilities Support Services 561210 Employment Placement Agencies 561311 Travel Agencies 561510 Locksmiths 561622 Exterminating and Pest Control Services 561710 Janitorial Services 561720 Landscaping Services 561730 Carpet and Upholstery Cleaning Services 561740 Hazardous Waste Collection 562112 CONSTRUCTION Industrial Building Construction 236210 Commercial and Institutional Building Construction 236220 Water and Sewer Line and Related Structures Construction 237110 Power and Communication Line and Related Structures Construction 237130 Highway, Street, and Bridge Construction 237310 Other Heavy and Civil Engineering Construction 237990 Other Foundation, Structure, and Building Exterior Contractors

187

Public Service Companies, General Provisions (Virginia) | Department of  

Broader source: Energy.gov (indexed) [DOE]

Service Companies, General Provisions (Virginia) Service Companies, General Provisions (Virginia) Public Service Companies, General Provisions (Virginia) < Back Eligibility Agricultural Commercial Construction Developer Fuel Distributor Industrial Installer/Contractor Investor-Owned Utility Local Government Municipal/Public Utility Rural Electric Cooperative State/Provincial Govt Systems Integrator Transportation Tribal Government Utility Savings Category Alternative Fuel Vehicles Hydrogen & Fuel Cells Buying & Making Electricity Water Home Weatherization Solar Wind Program Info State Virginia Program Type Safety and Operational Guidelines Siting and Permitting Provider Virginia State Corporation Commission Public Service Companies includes gas, pipeline, electric light, heat, power and water supply companies, sewer companies, telephone companies, and

188

Day 1 Attendees - Government Staff  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Attendees - Government Staff Attendees - Government Staff Louisville Metro Staff ENERGY STAR Kick-off Meeting Attendees December 2007 Louisville Metro Staff: Air Pollution Control Division Louisville Public Library Louisville Zoo Louisville Metro Parks Louisville Metro Public Works Facilities Management Division Project Management Division Electrical Maintenance Purchasing and Procurement Department of Inspections, Permits and Licenses Louisville Metro Public Health and Wellness Economic Development Department Department of Public Safety Information Technology Services Department Related Agencies: Jefferson County Public Schools University of Louisville Partnership for a Green City Louisville Regional Airport Authority Transit Authority of River City Louisville Metro Sewer District

189

Shafir Civil Marine Engineering | Open Energy Information  

Open Energy Info (EERE)

Shafir Civil Marine Engineering Shafir Civil Marine Engineering Jump to: navigation, search Name Shafir Civil & Marine Engineering Place Israel Sector Services Product Services include infrastructure works, contracting, bridge construction and sewer line construction. References Shafir Civil & Marine Engineering[1] LinkedIn Connections CrunchBase Profile No CrunchBase profile. Create one now! This article is a stub. You can help OpenEI by expanding it. Shafir Civil & Marine Engineering is a company located in Israel . References ↑ "Shafir Civil & Marine Engineering" Retrieved from "http://en.openei.org/w/index.php?title=Shafir_Civil_Marine_Engineering&oldid=350808" Categories: Clean Energy Organizations Companies Organizations Stubs What links here

190

 

Broader source: Energy.gov (indexed) [DOE]

The applicant provided documentation to DOE confirming the Montana State Historical Preservation Office's review and approval of this project and proposed building improvements. The applicant will ensure that any asbestos containing materials, associated with roofing upgrades and improvements, will be removed in compliance with applicable requirements and regulations. X - B2.5 Safety and environmental improvements of a facility, replacement/upgrade of facility components Retrofit activities for improvements and repairs in three primary office buildings. These retrofit activities include sealing the ground water sewage sump pump tanks and rerouting the storm water directly into the municipal sewer system, roof upgrades, and roof insulation improvements.

191

EE/RE in the 83rd Texas Legislature  

E-Print Network [OSTI]

-conserving lawn ESL-KT-13-12-01 CATEE 2013: Clean Air Through Energy Efficiency Conference, San Antonio, Texas Dec. 16-18 Taxes ? Pollution Control Property Ad Valorem Tax Exemption (HB 1897 – Eiland/Carona) ? Clarifies the application of the exemption from ad... is pollution control property ESL-KT-13-12-01 CATEE 2013: Clean Air Through Energy Efficiency Conference, San Antonio, Texas Dec. 16-18 Regulatory ? PUC Sunset – HB 1600 (Cook/Nichols)? Changes to PUC Commissioner Qualifications? Transfers water and sewer...

Taylor, D.

2013-01-01T23:59:59.000Z

192

Unfolding-based corrector estimates for a reaction-diffusion system predicting concrete corrosion  

E-Print Network [OSTI]

We use the periodic unfolding technique to derive corrector estimates for a reaction-diffusion system describing concrete corrosion penetration in the sewer pipes. The system, defined in a periodically-perforated domain, is semi-linear, partially dissipative, and coupled via a non-linear ordinary differential equation posed on the solid-water interface at the pore level. After discussing the solvability of the pore scale model, we apply the periodic unfolding techniques (adapted to treat the presence of perforations) not only to get upscaled model equations, but also to prepare a proper framework for getting a convergence rate (corrector estimates) of the averaging procedure.

Fatima, Tasnim; Ptashnyk, Mariya

2011-01-01T23:59:59.000Z

193

pH Meter probe assembly  

DOE Patents [OSTI]

An assembly for mounting a pH probe in a flowing solution, such as a sanitary sewer line, which prevents the sensitive glass portion of the probe from becoming coated with grease, oil, and other contaminants, whereby the probe gives reliable pH indication over an extended period of time. The pH probe assembly utilizes a special filter media and a timed back-rinse feature for flushing clear surface contaminants of the filter. The flushing liquid is of a known pH and is utilized to check performance of the probe.

Hale, Charles J. (San Jose, CA)

1983-01-01T23:59:59.000Z

194

Boy Gothic and Other Stories  

E-Print Network [OSTI]

to and past the goldfish hole, the pond. Sam’s father yanked the blinds open then closed, picked at his sweated shirt, told Sam, “Go outside, it’s good for you, make friends.” The yard pushed west towards the drainage ditch, a sewer, a creek, then— three... behind him. Speckled shadow fell across him from the overhead oak. “Hey-o, Sammy,” the neighbor called. “What’s your pa doing? This’s a two- man job, you know?” Sam’s father’s mower was heaved on its side against the wire fence, bowing it. Sam turned...

Storey, James Benjamin

2008-08-18T23:59:59.000Z

195

Representations of convicts in nineteenth- and early twentieth-century French culture  

E-Print Network [OSTI]

of penal reform which separated the criminal world of the bagne from the rest of French society, culminating in the transfer of all French penal settlements to the colonies. The last metropolitan bagne closed its doors in 1873, sealing the symbolical... in adjudicating social as well as bodily ills.3 Alexandre Parent-Duchâtelet for instance devoted one study to Paris’ open-air sewers (1824) and another to prostitutes (1836), both of which he considered to have a deleterious influence on society as a whole. Like...

Falgas-Ravry, Cécilia

2014-01-07T23:59:59.000Z

196

Annual environmental monitoring report of the Lawrence Berkeley Laboratory, 1979  

SciTech Connect (OSTI)

Monitoring data obtained for the calendar year 1979 are described, and general trends are discussed. The following areas are covered: accelerator produced radiation; radionuclide measurements and release (atmospheric, water, and sewer sampling); population dose equivalent resulting from LBL operations; and nonradioactive pollutants. Over the past several years the atmospheric sampling program has, with the exception of occasional known releases, yielded data which are within the range of normal background. The surface water program always yields results within the range of normal background. As no substantial changes in the quantities of radionuclides used are anticipated, no changes are expected in these observations.

Schleimer, G.E. (ed.)

1980-06-01T23:59:59.000Z

197

Portable wastewater flow meter  

DOE Patents [OSTI]

A portable wastewater flow meter particularly adapted for temporary use at a single location in measuring the rate of liquid flow in a circular entrance conduit of a sewer manhole both under free flow and submerged, open channel conditions and under fill pipe, surcharged conditions, comprising an apparatus having a cylindrical external surface and an inner surface that constricts the flow through the apparatus in such a manner that a relationship exists between (1) the difference between the static pressure head of liquid flowing through the entrance of the apparatus and the static pressure head of liquid flowing through the constriction, and (2) the rate of liquid flow through the apparatus.

Hunter, Robert M. (320 S. Wilson Ave., Bozeman, MT 59715)

1999-02-02T23:59:59.000Z

198

Portable wastewater flow meter  

DOE Patents [OSTI]

A portable wastewater flow meter particularly adapted for temporary use at a single location in measuring the rate of liquid flow in a circular entrance conduit of a sewer manhole both under free flow and submerged, open channel conditions and under full pipe, surcharged conditions, comprising an apparatus having a cylindrical external surface and an inner surface that constricts the flow through the apparatus in such a manner that a relationship exists between (1) the difference between the static pressure head of liquid flowing through the entrance of the apparatus and the static pressure head of liquid flowing through the constriction, and (2) the rate of liquid flow through the apparatus.

Hunter, Robert M. (320 S. Wilson Ave., Bozeman, MT 59715)

1990-01-01T23:59:59.000Z

199

SBOT GEORGIA SOUTHEASTERN POWER ADMIN POC Ann Craft Telephone  

Broader source: Energy.gov (indexed) [DOE]

GEORGIA GEORGIA SOUTHEASTERN POWER ADMIN POC Ann Craft Telephone (706) 213-3823 Email annc@sepa.doe.gov ADMINISTATIVE / WASTE / REMEDIATION Office Administrative Services 561110 Facilities Support Services 561210 Security Systems Services (except Locksmiths) 561621 Locksmiths 561622 Exterminating and Pest Control Services 561710 Janitorial Services 561720 Landscaping Services 561730 Other Nonhazardous Waste Treatment and Disposal 562219 Remediation Services 562910 CONSTRUCTION Industrial Building Construction 236210 Commercial and Institutional Building Construction 236220 Water and Sewer Line and Related Structures Construction 237110 Power and Communication Line and Related Structures Construction 237130 Other Heavy and Civil Engineering Construction 237990 Other Foundation, Structure, and Building Exterior Contractors

200

SBOT NEW JERSEY PRINCETON PLASMA LAB POC Arlene White Telephone  

Broader source: Energy.gov (indexed) [DOE]

JERSEY JERSEY PRINCETON PLASMA LAB POC Arlene White Telephone (609) 243-2080 Email awhite@pppl.gov ADMINISTATIVE / WASTE / REMEDIATION Facilities Support Services 561210 Employment Placement Agencies 561311 Travel Agencies 561510 Locksmiths 561622 Exterminating and Pest Control Services 561710 Janitorial Services 561720 Landscaping Services 561730 Carpet and Upholstery Cleaning Services 561740 Hazardous Waste Collection 562112 CONSTRUCTION Industrial Building Construction 236210 Commercial and Institutional Building Construction 236220 Water and Sewer Line and Related Structures Construction 237110 Power and Communication Line and Related Structures Construction 237130 Highway, Street, and Bridge Construction 237310 Other Heavy and Civil Engineering Construction 237990 Other Foundation, Structure, and Building Exterior Contractors

Note: This page contains sample records for the topic "newnan wtr sewer" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


201

Richland Operations Office Completes Cleanup in Hanford's 300 Area North  

Broader source: Energy.gov (indexed) [DOE]

Richland Operations Office Completes Cleanup in Hanford's 300 Richland Operations Office Completes Cleanup in Hanford's 300 Area North Section Richland Operations Office Completes Cleanup in Hanford's 300 Area North Section March 28, 2013 - 12:00pm Addthis An aerial view of Hanford’s 300 Area North Section following completion of cleanup. An aerial view of Hanford's 300 Area North Section following completion of cleanup. Workers demolish the 384 Building, known as the Power House and Heating Plant, in the north portion of the 300 Area. Workers demolish the 384 Building, known as the Power House and Heating Plant, in the north portion of the 300 Area. More than 8,000 feet of pipe — part of the 300 Area’s process sewer system — was removed from the 300-15 Waste Site in the north section. More than 8,000 feet of pipe - part of the 300 Area's process sewer

202

Richland Operations Office Completes Cleanup in Hanford's 300 Area North  

Broader source: Energy.gov (indexed) [DOE]

Richland Operations Office Completes Cleanup in Hanford's 300 Richland Operations Office Completes Cleanup in Hanford's 300 Area North Section Richland Operations Office Completes Cleanup in Hanford's 300 Area North Section March 28, 2013 - 12:00pm Addthis An aerial view of Hanford’s 300 Area North Section following completion of cleanup. An aerial view of Hanford's 300 Area North Section following completion of cleanup. Workers demolish the 384 Building, known as the Power House and Heating Plant, in the north portion of the 300 Area. Workers demolish the 384 Building, known as the Power House and Heating Plant, in the north portion of the 300 Area. More than 8,000 feet of pipe — part of the 300 Area’s process sewer system — was removed from the 300-15 Waste Site in the north section. More than 8,000 feet of pipe - part of the 300 Area's process sewer

203

Radiological assessment report for the University of Rochester Annex, 400 Elmwood Avenue, Rochester, New York, April-May 1984  

SciTech Connect (OSTI)

In light of the results of the comprehensive radiological assessment of the annex and auxiliary facilities, the following conclusions can be made: There is no immediate hazard from the elevated levels of radioactivity detected; however, some of these levels are above criteria. The radon, thoron, actinon, long-lived particulates, and tritium in the air are all below criteria for unrestricted use. Some ductwork has been identified as being contaminated. All ductwork must, therefore, be considered potentially contaminated. Since several floor drains were found to exhibit elevated readings, and the samples had elevated concentrations of radionuclides, it must be concluded that the drain and sewer systems of the Annex are contaminated with radioactive material. Since the samples collected from the storm and sewer systems outside the building also had elevated concentrations of radionuclides, these systems are also considered contaminated with radioactive material. The grounds around the Annex have exhibited background concentrations of radionuclides. Two rooms, B-330 and B-332, were inaccessible for survey due to the presence of stored furniture and equipment. Therefore, no comment about their radiological status can be made. At the common baseboard for Room C-12 and C-16 and on the floor below the tile in Room C-40, contamination appeared to be masked by construction modifications. Other areas of the Annex must also be considered potentially contaminated where modifications may have masked the contamination.

Wynveen, R.A.; Smith, W.H.; Sholeen, C.M.; Flynn, K.F.

1984-12-01T23:59:59.000Z

204

Technical Basis for Radiological Emergency Plan Annex for WTD Emergency Response Plan: West Point Treatment Plant  

SciTech Connect (OSTI)

Staff of the King County Wastewater Treatment Division (WTD) have concern about the aftermath of a radiological dispersion event (RDE) leading to the introduction of significant quantities of radioactive material into the combined sanitary and storm sewer system in King County, Washington. Radioactive material could come from the use of a radiological dispersion device (RDD). RDDs include "dirty bombs" that are not nuclear detonations but are explosives designed to spread radioactive material (National Council on Radiation Protection and Measurements (NCRP) 2001). Radioactive material also could come from deliberate introduction or dispersion of radioactive material into the environment, including waterways and water supply systems. This document, Volume 3 of PNNL-15163 is the technical basis for the Annex to the West Point Treatment Plant (WPTP) Emergency Response Plan related to responding to a radiological emergency at the WPTP. The plan primarily considers response to radioactive material that has been introduced in the other combined sanitary and storm sewer system from a radiological dispersion device, but is applicable to any accidental or deliberate introduction of materials into the system.

Hickey, Eva E.; Strom, Daniel J.

2005-08-01T23:59:59.000Z

205

Co-combustion feasibility study. Final report  

SciTech Connect (OSTI)

This report investigates the technical and economic feasibility of co-combusting municipal sewage sludge produced by the Saratoga County Sewer District No. 1 with paper mill sludge produced by the Cottrell Paper Company, Encore Paper Company, International Paper Company, Mohawk Paper Mills, and TAGSONS Papers at the Saratoga County Sewer District No. 1`s secondary wastewater treatment plant and recovering any available energy products. The co-combustion facility would consist of sludge and wood chip storage and conveying systems, belt filter presses, screw presses, fluidized-bed incinerators, venturi scrubbers and tray cooling systems, ash dewatering facilities, heat recovery steam generators, gas-fired steam superheaters, and a back-pressure steam turbine system. Clean waste wood chips would be used as an auxiliary fuel in the fluidized-bed incinerators. It is recommended that the ash produced by the proposed facility be beneficially used, potentially as a raw material in the manufacture of cement and/or as an interim barrier layer in landfills.

Handcock, D.J. [Clough, Harbour and Associates, Albany, NY (United States)

1995-01-01T23:59:59.000Z

206

State waste discharge permit application, 200-E chemical drain field  

SciTech Connect (OSTI)

As part of the Hanford Federal Facility Agreement and Consent Order negotiations (Ecology et al. 1994), the US Department of Energy, Richland Operations Office, the US Environmental Protection Agency, and the Washington State Department of Ecology agreed that liquid effluent discharges to the ground on the Hanford Site which affect groundwater or have the potential to affect ground would be subject to permitting under the structure of Chapter 173-216 (or 173-218 where applicable) of the Washington Administrative Code, the State Waste Discharge Permit Program. As a result of this decision, the Washington State Department of Ecology and the US Department of Energy, Richland Operations Office entered into Consent Order No. DE 91NM-177, (Ecology and DOE-RL 1991). The Consent Order No. DE 91NM-177 requires a series of permitting activities for liquid effluent discharges. This document presents the State Waste Discharge Permit (SWDP) application for the 200-E Chemical Drain Field. Waste water from the 272-E Building enters the process sewer line directly through a floor drain, while waste water from the 2703-E Building is collected in two floor drains, (north and south) that act as sumps and are discharged periodically. The 272-E and 2703-E Buildings constitute the only discharges to the process sewer line and the 200-E Chemical Drain Field.

Not Available

1994-06-01T23:59:59.000Z

207

ENERGY EFFICIENCY UPGRADES FOR SANITATION FACILITIES IN SELAWIK, AK FINAL REPORT  

SciTech Connect (OSTI)

The Native Village of Selawik is a federally recognized Alaskan tribe, located at the mouth of the Selawik River, about 90 miles east of Kotzebue in northwest Alaska. Due to the community’s rural location and cold climate, it is common for electric rates to be four times higher than the cost urban residents pay. These high energy costs were the driving factor for Selawik pursuing funding from the Department of Energy in order to achieve significant energy cost savings. The main objective of the project was to improve the overall energy efficiency of the water treatment/distribution and sewer collection systems in Selawik by implementing the retrofit measures identified in a previously conducted utility energy audit. One purpose for the proposed improvements was to enable the community to realize significant savings associated with the cost of energy. Another purpose of the upgrades was to repair the vacuum sewer system on the west side of Selawik to prevent future freeze-up problems during winter months.

POLLIS, REBECCA

2014-10-17T23:59:59.000Z

208

U.S. Department of Energy Categorical Exclusion Determination Form  

Broader source: Energy.gov (indexed) [DOE]

04-56H Sanitary Sewer Upgrade 04-56H Sanitary Sewer Upgrade Savannah River Site Aiken/Aiken/South Carolina The 704-56H septic tank currently drains to a drain field South of 704-56H and Road E by way of a 6-inch-diameter PVC pipe. The tile drain field is overgrown with trees, and the waste from the septic tank will not percolate effectively into the tile drain field. A pump station and force main to the SRS sanitary sewage collection system will be installed to support 704-56H facility usage and eliminate health risks associated with the potential for backed up raw sewage. B1.3 - Routine maintenance Andrew R. Grainger Digitally signed by Andrew R. Grainger DN: cn=Andrew R. Grainger, o=DOE-SR, ou=EQMD, email=drew.grainger@srs.gov, c=US Date: 2012.12.13 11:37:14 -05'00' 12/07/2012

209

Radiological Risk Assessment for King County Wastewater Treatment Division  

SciTech Connect (OSTI)

Staff of the King County Wastewater Treatment Division (WTD) have concern about the aftermath of a radiological dispersion event (RDE) leading to the introduction of significant quantities of radioactive material into the combined sanitary and storm sewer system in King County, Washington. Radioactive material could come from the use of a radiological dispersion device (RDD). RDDs include "dirty bombs" that are not nuclear detonations but are explosives designed to spread radioactive material (National Council on Radiation Protection and Measurements (NCRP) 2001). Radioactive material also could come from deliberate introduction or dispersion of radioactive material into the environment, including waterways and water supply systems. This document develops plausible and/or likely scenarios, including the identification of likely radioactive materials and quantities of those radioactive materials to be involved. These include 60Co, 90Sr, 137Cs, 192Ir, 226Ra, plutonium, and 241Am. Two broad categories of scenarios are considered. The first category includes events that may be suspected from the outset, such as an explosion of a "dirty bomb" in downtown Seattle. The explosion would most likely be heard, but the type of explosion (e.g., sewer methane gas or RDD) may not be immediately known. Emergency first responders must be able to quickly detect the radioisotopes previously listed, assess the situation, and deploy a response to contain and mitigate (if possible) detrimental effects resulting from the incident. In such scenarios, advance notice of about an hour or two might be available before any contaminated wastewater reaches a treatment plant. The second category includes events that could go initially undetected by emergency personnel. Examples of such a scenario would be the inadvertent or surreptitious introduction of radioactive material into the sewer system. Intact rogue radioactive sources from industrial radiography devices, well-logging apparatus, or moisture density gages may get into wastewater and be carried to a treatment plant. Other scenarios might include a terrorist deliberately putting a dispersible radioactive material into wastewater. Alternatively, a botched terrorism preparation of an RDD may result in radioactive material entering wastewater without anyone's knowledge. Drinking water supplies may also be contaminated, with the result that some or most of the radioactivity ends up in wastewater.

Strom, Daniel J.

2005-08-05T23:59:59.000Z

210

Data:3de131c8-8f5e-4116-97a9-4873df735868 | Open Energy Information  

Open Energy Info (EERE)

8f5e-4116-97a9-4873df735868 8f5e-4116-97a9-4873df735868 No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: Perennial Public Power Dist Effective date: 2013/01/01 End date if known: Rate name: Municipal Pumping Service - Nontaxed (Rate Code 48) Three Phase Sector: Commercial Description: Municipal Pumping Service - Nontaxed (Rate Code 48): When energy is used for municipal pumping purposes, such as for sewer lifts or water pumping, the following rates shall apply. Tired rates = Purchased Power + Distribution Delivery Source or reference: http://www.perennialpower.com/Images/URBAN_GENERAL_AND_PUBLIC_SERVICE.pdf

211

Page not found | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

31 - 15240 of 28,905 results. 31 - 15240 of 28,905 results. Download CX-009594: Categorical Exclusion Determination Cathodic Protection Potential Stations at 292-S Diesel Fuel Oil Storage Tanks CX(s) Applied: B2.5 Date: 12/11/2012 Location(s): South Carolina Offices(s): Savannah River Operations Office http://energy.gov/nepa/downloads/cx-009594-categorical-exclusion-determination Download CX-009607: Categorical Exclusion Determination 772-F Low-Activity Drain (LAD) Discharge Header Modification CX(s) Applied: B1.3 Date: 11/29/2012 Location(s): South Carolina Offices(s): Savannah River Operations Office http://energy.gov/nepa/downloads/cx-009607-categorical-exclusion-determination Download CX-009608: Categorical Exclusion Determination Refurbish 607-53C Sanitary Sewer Lift Station CX(s) Applied: B1.3

212

Data:830e35fe-8d09-4289-8e38-461ffd307a66 | Open Energy Information  

Open Energy Info (EERE)

fe-8d09-4289-8e38-461ffd307a66 fe-8d09-4289-8e38-461ffd307a66 No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Barnesville, Georgia (Utility Company) Effective date: 2011/11/01 End date if known: Rate name: Municipal Service Sector: Commercial Description: The rate is applicable to full use electric service provided to the various departments of the city of Barnesville in order to facilitate municipal operations, including operation of water and samitary sewer treatment.delivery and collection system. Subject to Power Cost Adjustment(PCA) Source or reference: Rate Binder # 2 Source Parent:

213

Categorical Exclusion Determinations: Golden Field Office | Department of  

Broader source: Energy.gov (indexed) [DOE]

June 7, 2010 June 7, 2010 CX-002683: Categorical Exclusion Determination Cincinnati City American Recovery and Reinvestment Act - Energy Efficiency and Conservation Block Grant Act 4 (Ohio River Trail - Corbin to Collins) CX(s) Applied: A9, A11, B5.1 Date: 06/07/2010 Location(s): Cincinnati, Ohio Office(s): Energy Efficiency and Renewable Energy, Golden Field Office June 7, 2010 CX-002678: Categorical Exclusion Determination South District County Waster and Sewer Department - lnstallation of Co-Generation Units 4 & 5 and Landfill Gas Pipeline Construction CX(s) Applied: B5.1 Date: 06/07/2010 Location(s): Miami-Dade County, Florida Office(s): Energy Efficiency and Renewable Energy, Golden Field Office June 3, 2010 CX-002453: Categorical Exclusion Determination Commercialization of New Lattice Matched Multi-Junction; National Renewable

214

Environmental Assessment Proposed Changes to the Sanitary Biosolids Land Application Program on the Oak Ridge Reservation Oak Ridge, Tennessee  

Broader source: Energy.gov (indexed) [DOE]

56 56 Environmental Assessment Proposed Changes to the Sanitary Biosolids Land Application Program on the Oak Ridge Reservation Oak Ridge, Tennessee February 2003 U.S. Department of Energy Oak Ridge Operations i ACRONYMS AND ABBREVIATIONS ac acres ALARA as low as reasonably achievable AMSA American Metropolitan Sewer Association CEQ Council on Environmental Quality CSF cancer slope factor DOE U.S. Department of Energy EA environmental assessment EFPC East Fork Poplar Creek EPA U.S. Environmental Protection Agency EPS Effluent Polishing System (West End Treatment Facility) FONSI Finding of No Significant Impact g gram ha hectares HEAST Health Effects Assessment Summary Tables HI hazard index HQ hazard quotient IDP Industrial Discharge Permit IRIS Integrated Risk Information System kg kilogram

215

Data:Af575fc4-8e97-4559-b089-8115edecadc5 | Open Energy Information  

Open Energy Info (EERE)

fc4-8e97-4559-b089-8115edecadc5 fc4-8e97-4559-b089-8115edecadc5 No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Stilwell, Oklahoma (Utility Company) Effective date: End date if known: Rate name: Single Unit Commercial Sector: Commercial Description: Source or reference: www.cityofstilwell.com/uploads/Ordinance_297__Water__Sewer__Electric_Rates.pdf Source Parent: Comments Applicability Demand (kW) Minimum (kW): Maximum (kW): History (months): Energy (kWh) Minimum (kWh): Maximum (kWh): History (months): Service Voltage Minimum (V): Maximum (V): Character of Service Voltage Category: Phase Wiring:

216

EA-1356: Finding of No Significant Impact | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

6: Finding of No Significant Impact 6: Finding of No Significant Impact EA-1356: Finding of No Significant Impact Proposed Changes to the Sanitary Sludge Land Application Program on the Oak Ridge Reservation, Oak Ridge, Tennessee The U.S. Department of Energy proposes to raise the biosolids land application radionuclide loading limits from the current, self-imposed 4 mrem/yr lifetime loading to the Tennessee Department of Environment and Conservation (TDEC)-approved level of 10 mrem/yr. The planning level increase is necessary for industrial development within the Oak Ridge community. In addition, DOE proposes to allow the discharge of treated wastewaters from the West End Treatment Facility (WETF) to the Y-12 Plant and City of Oak Ridge sanitary sewer systems, resulting in an operational

217

Categorical Exclusion Determinations: Savannah River Operations Office |  

Broader source: Energy.gov (indexed) [DOE]

November 29, 2012 November 29, 2012 CX-009607: Categorical Exclusion Determination 772-F Low-Activity Drain (LAD) Discharge Header Modification CX(s) Applied: B1.3 Date: 11/29/2012 Location(s): South Carolina Offices(s): Savannah River Operations Office November 29, 2012 CX-008651: Categorical Exclusion Determination Dismantle and Remove (D&R) and Replace 773-A D-Wing Air Handling and Condensing Units CX(s) Applied: B1.3 Date: 05/17/2012 Location(s): South Carolina Offices(s): Savannah River Operations Office November 29, 2012 CX-009608: Categorical Exclusion Determination Refurbish 607-53C Sanitary Sewer Lift Station CX(s) Applied: B1.3 Date: 11/29/2012 Location(s): South Carolina Offices(s): Savannah River Operations Office November 27, 2012 CX-009611: Categorical Exclusion Determination

218

Page not found | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

51 - 14260 of 29,416 results. 51 - 14260 of 29,416 results. Download CX-010135: Categorical Exclusion Determination Provide an Improved Heating, Ventilation and Air Conditioning System in 705-A CX(s) Applied: B1.3 Date: 03/11/2013 Location(s): South Carolina Offices(s): Savannah River Operations Office http://energy.gov/nepa/downloads/cx-010135-categorical-exclusion-determination Download CX-010136: Categorical Exclusion Determination Repair Sanitary Sewer Line South of 725-N CX(s) Applied: B1.3 Date: 03/11/2013 Location(s): South Carolina Offices(s): Savannah River Operations Office http://energy.gov/nepa/downloads/cx-010136-categorical-exclusion-determination Download CX-010137: Categorical Exclusion Determination Correct Obstruction in the Sprinkler System on Level 3 of HB-Line CX(s) Applied: B2.5

219

Georgia County Turning Industrial and Farm Waste Into Big Energy Savings |  

Broader source: Energy.gov (indexed) [DOE]

Georgia County Turning Industrial and Farm Waste Into Big Energy Georgia County Turning Industrial and Farm Waste Into Big Energy Savings Georgia County Turning Industrial and Farm Waste Into Big Energy Savings March 30, 2011 - 2:44pm Addthis Interior view of the Gwinnett County "Gas To Energy" Project | Photo Courtesy of Gwinnett County, GA Interior view of the Gwinnett County "Gas To Energy" Project | Photo Courtesy of Gwinnett County, GA Tertia Speiser Project Officer, Golden Field Office What does this project do? Methane gas from biosolids, fats, oils, greases and other high strength industrial wastes is turned into energy. The county is improving efficiency and providing an alternative to clogging the sewers. The "Gas to Energy" system minimizes the impact of rising energy costs on consumers.

220

Categorical Exclusion (CX) Determinations By Date | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

20, 2012 20, 2012 CX-008626: Categorical Exclusion Determination Replace 607-6A Sanitary Sewer Lift Station CX(s) Applied: B1.3 Date: 06/20/2012 Location(s): South Carolina Offices(s): Savannah River Operations Office June 20, 2012 CX-008625: Categorical Exclusion Determination Abandonment of M-Area Oil Injection Wells CX(s) Applied: B3.1 Date: 06/20/2012 Location(s): South Carolina Offices(s): Savannah River Operations Office June 20, 2012 CX-008624: Categorical Exclusion Determination Abandonment of the Western Sector Dynamic Underground Stripping (DUS) Project Steam Injection Wells CX(s) Applied: B3.1 Date: 06/20/2012 Location(s): South Carolina Offices(s): Savannah River Operations Office June 20, 2012 CX-008623: Categorical Exclusion Determination Perform Thermal Analysis and Thermal Exposures (TG-DTA)

Note: This page contains sample records for the topic "newnan wtr sewer" from the National Library of EnergyBeta (NLEBeta).
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221

Energy Efficiency and Conservation Block Grant Program  

Broader source: Energy.gov (indexed) [DOE]

NY-City-Greece NY-City-Greece Location: City Greece NY American Recovery and Reinvestment Act: Proposed Action or Project Description 1) Technical consultant to develop an energy efficiency and conservation strategy, 2) purchase and install seven replacement sewer pumps, 3) energy efficient retrofits at the 500 Maiden Lane Office Building (window retrofits, HVAC replacement, new roof and insulation, and building envelope upgrades), 4) install a new diesel/E-85 fuel tank, and 5) sidewalk extension on Mt. Read Boulevard. Conditions: None Categorical Exclusion(s) Applied: A1, A9, A11, B2.5, B5.1 *-For the complete DOE National Environmental Policy Act regulations regarding categorical exclusions, see Subpart D of 10 CFR10 21 This action would not: threaten a violation of applicable statutory, regulatory, or permit requirements for environment, safety, and health,

222

U.S. Department of Energy NEPA Categorical Exclusion Determination Form  

Broader source: Energy.gov (indexed) [DOE]

U.S. Department of Energy Categorical Exclusion Determination Form AK Program or Field Office: TRIBAL ENERGY PROGRAM Project Title AK-TEP-ALASKA NATIVE TRIBAL HEALTH CONSORTIUM (SELAWIK) Location: Tribal ALASKA NATIVE TRIBAL HEALTH CONSORTIUM (SELAWIK) FOA Number: DE-FOA-0000423 Proposed Action or Project Descriptio The Native Village of Selawik, Alaska, proposes to improve the overall energy efficiency of the water treatment/distribution and sewer collection systems in Selawik by implementing retrofit measures identified in a previously conducted utility energy audit. Three tasks would be conducted. The first task would be to provide an engineering design for the proposed energy efficiency retrofits including design of mechanical, electrical, and civil engineering drawings and details to implement upgrades at the water

223

Categorical Exclusion Determinations: Environmental Management | Department  

Broader source: Energy.gov (indexed) [DOE]

October 9, 2009 October 9, 2009 CX-000827: Categorical Exclusion Determination 704-3R Antenna Pole Installation CX(s) Applied: B1.19 Date: 10/09/2009 Location(s): Aiken, South Carolina Office(s): Environmental Management, Savannah River Operations Office September 29, 2009 CX-000829: Categorical Exclusion Determination Isolate 3 Savannah River National Laboratory Trailers from Domestic Water and Sanitary Sewer Systems CX(s) Applied: B1.3 Date: 09/29/2009 Location(s): Aiken, South Carolina Office(s): Environmental Management, Savannah River Operations Office September 29, 2009 CX-000828: Categorical Exclusion Determination Electrical Isolations of 27 A-Area Buildings CX(s) Applied: B1.27 Date: 09/29/2009 Location(s): Aiken, South Carolina Office(s): Environmental Management, Savannah River Operations Office

224

Categorical Exclusion Determinations: B5.1 | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

24, 2010 24, 2010 CX-003511: Categorical Exclusion Determination Modernization of Boulder Canyon Hydroelectric Project CX(s) Applied: B5.1 Date: 08/24/2010 Location(s): Boulder, Colorado Office(s): Energy Efficiency and Renewable Energy, Golden Field Office August 23, 2010 CX-004031: Categorical Exclusion Determination Energy Efficiency and Conservation Strategy and Motor Upgrades for Sewer and Water Pumps CX(s) Applied: A9, A11, B1.2, B1.3, B2.5, B5.1 Date: 08/23/2010 Location(s): Amherst, Massachusetts Office(s): Energy Efficiency and Renewable Energy August 23, 2010 CX-003472: Categorical Exclusion Determination Water Heater Zigbee Open Standard Wireless Controller CX(s) Applied: B3.6, B5.1 Date: 08/23/2010 Location(s): St. Louis, Missouri Office(s): Energy Efficiency and Renewable Energy, National Energy

225

CX-003776: Categorical Exclusion Determination | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

6: Categorical Exclusion Determination 6: Categorical Exclusion Determination CX-003776: Categorical Exclusion Determination New York-City-Greece CX(s) Applied: A1, A9, A11, B2.5, B5.1 Date: 09/09/2010 Location(s): Greece, New York Office(s): Energy Efficiency and Renewable Energy Energy Efficiency and Conservation Block Grant Program. 1) Technical consultant to develop an energy efficiency and conservation strategy, 2) purchase and install seven replacement sewer pumps, 3) energy efficient retrofits at the 500 Maiden Lane Office Building (window retrofits, heating ventilation, and air conditioning replacement, new roof and insulation, and building envelope upgrades), 4) install a new diesel/E-85 (ethanol) fuel tank, and 5) sidewalk extension on Mount Read Boulevard. DOCUMENT(S) AVAILABLE FOR DOWNLOAD

226

Data:954442da-c76d-472e-ad62-c044ddca7bc8 | Open Energy Information  

Open Energy Info (EERE)

42da-c76d-472e-ad62-c044ddca7bc8 42da-c76d-472e-ad62-c044ddca7bc8 No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Grantville, Georgia (Utility Company) Effective date: End date if known: Rate name: Municipal- Monthly Sector: Commercial Description: Applicable to all aspects of the government of the city of Grant ville, including, but not limited to,general government building and warehouses,recreation facilities and all other city utility enterprise activities, including natural gas,water,sanitary sewer and solid waste removal. Source or reference: Rate Binder#2 Source Parent: Comments

227

Home Energy Saver  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Readings Readings No-Regrets Remodeling Selected excerpts from the book DIY from Home Energy magazine Roofs: Snowy and icy indicators of wasted money. Benchmarking: Compare a home's energy usage to that of similar homes. Air Sealing: Frozen pipe dilemnas. Refrigeration: Eight year olds burn a lot of energy. Walls and Windows: Sealing up a home's leaks. Energy Myths: Special web preview from Home Energy magazine Sept./Oct. 2001. Optimizing Your Ceiling Fan: Be more comfortable and save energy. Better Breathing: How to avoid mold, mildew, and that cave-like feeling. Beware the Closed Bedroom Door: It seems like such a simple act, but carbon monixde poisoning, smoke, and mold may follow. Sucking in Health Hazards: Does a house smell like a sewer? Energy Efficient Lighting: Can homes save money with compact

228

Categorical Exclusion Determinations: South Carolina | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

September 2, 2009 September 2, 2009 CX-000522: Categorical Exclusion Determination Cut and Cap Fuel Lines to Building 690-N CX(s) Applied: B1.27 Date: 09/02/2009 Location(s): Aiken, South Carolina Office(s): Environmental Management, Savannah River Operations Office September 2, 2009 CX-000521: Categorical Exclusion Determination Cut and Cap #325 Steam Supply Header, 261-H Consolidated Incineration Facility CX(s) Applied: B1.27 Date: 09/02/2009 Location(s): Aiken, South Carolina Office(s): Environmental Management, Savannah River Operations Office September 2, 2009 CX-000520: Categorical Exclusion Determination 690-N (Ford Building) Fire System Isolation and Sanitary Sewer Grouting CX(s) Applied: B1.27 Date: 09/02/2009 Location(s): Aiken, South Carolina Office(s): Environmental Management, Savannah River Operations Office

229

Energy Efficiency and Conservation Block Grant Program  

Broader source: Energy.gov (indexed) [DOE]

MO-County-St. Charles MO-County-St. Charles Location: County St. Charles MO American Recovery and Reinvestment Act: Proposed Action or Project Description Energy efficiency retrofits: 1) roof replacement at the Alarm and Dispatch Building, 2) HVAC upgrade at the Family Arena, 3) installation of new condensing water heaters in the Court/Admin/Juvenile/Arena Buildings, 4) roof replacement at the Justice Center, 5) lighting and ballast replacements for Court/Admin/Justice/Juvenile Buildings, and 6) installation of an energy efficiency UV light disinfection system at the Duckett Creek Sanitary Sewer District Conditions: None Categorical Exclusion(s) Applied: B2.5, B5.1 *-For the complete DOE National Environmental Policy Act regulations regarding categorical exclusions, see Subpart D of 10 CFR10 21

230

Categorical Exclusion Determinations: Savannah River Operations Office |  

Broader source: Energy.gov (indexed) [DOE]

September 2, 2009 September 2, 2009 CX-000521: Categorical Exclusion Determination Cut and Cap #325 Steam Supply Header, 261-H Consolidated Incineration Facility CX(s) Applied: B1.27 Date: 09/02/2009 Location(s): Aiken, South Carolina Office(s): Environmental Management, Savannah River Operations Office September 2, 2009 CX-000520: Categorical Exclusion Determination 690-N (Ford Building) Fire System Isolation and Sanitary Sewer Grouting CX(s) Applied: B1.27 Date: 09/02/2009 Location(s): Aiken, South Carolina Office(s): Environmental Management, Savannah River Operations Office September 1, 2009 CX-000519: Categorical Exclusion Determination E-Area Box Remediation Project CX(s) Applied: B6.6 Date: 09/01/2009 Location(s): Aiken, South Carolina Office(s): Environmental Management, Savannah River Operations Office

231

Data:A8d3eb43-4902-4e42-ad98-a5cb90037b8c | Open Energy Information  

Open Energy Info (EERE)

eb43-4902-4e42-ad98-a5cb90037b8c eb43-4902-4e42-ad98-a5cb90037b8c No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Stilwell, Oklahoma (Utility Company) Effective date: End date if known: Rate name: Security Lights - 1000 Watt (pole installation) Sector: Lighting Description: Source or reference: www.cityofstilwell.com/uploads/Ordinance_297__Water__Sewer__Electric_Rates.pdf Source Parent: Comments Applicability Demand (kW) Minimum (kW): Maximum (kW): History (months): Energy (kWh) Minimum (kWh): Maximum (kWh): History (months): Service Voltage Minimum (V): Maximum (V): Character of Service Voltage Category:

232

Data:Eab18dd4-f972-4058-93a1-20f8cbef15b3 | Open Energy Information  

Open Energy Info (EERE)

Eab18dd4-f972-4058-93a1-20f8cbef15b3 Eab18dd4-f972-4058-93a1-20f8cbef15b3 No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Ellaville, Georgia (Utility Company) Effective date: 2011/01/01 End date if known: Rate name: Municiple Electric Service Sector: Description: Applicable to all aspects of thr government of the city of Ellaville, including, but not limited to, general government buildings and warehouses, recreation facilities and all other city utility enterprise activities,including natural gas,water,sanitary sewer and solid waste removal. Subject to Power Cost Adjustment(PCA) Source or reference: Rate Binder#2

233

GRR/Section 18-ID-c - Wastewater Pretreatment Permit | Open Energy  

Open Energy Info (EERE)

8-ID-c - Wastewater Pretreatment Permit 8-ID-c - Wastewater Pretreatment Permit < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 18-ID-c - Wastewater Pretreatment Permit 18IDCWastewaterPretreatmentPermit.pdf Click to View Fullscreen Triggers None specified Click "Edit With Form" above to add content 18IDCWastewaterPretreatmentPermit.pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Flowchart Narrative Industrial wastewater permits are issued at the local level. If wastewater is not discharged into a municipal sewer system, the nonpoint source and NPDES permit inquiries are sufficient. A common approach to wastewater treatment is to treat on-site. See Idaho's

234

Data:66a57aca-2d26-4c83-93dd-904d32648f87 | Open Energy Information  

Open Energy Info (EERE)

aca-2d26-4c83-93dd-904d32648f87 aca-2d26-4c83-93dd-904d32648f87 No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: Delta Electric Power Assn Effective date: 2010/06/01 End date if known: Rate name: 66 Public Pumping Service Sector: Description: Available for the operation of publicly owned water and sewer pumps and water supply systems, subject to the established rules and regulations of the Association. Single or three phase, 60 cycles, at standard secondary voltages. Source or reference: Rate Binder Kelly 11 ISU Documentation Source Parent: Comments Applicability Demand (kW) Minimum (kW): Maximum (kW):

235

Data:5f6cb142-353b-4176-98ac-ef4c1517f85a | Open Energy Information  

Open Energy Info (EERE)

2-353b-4176-98ac-ef4c1517f85a 2-353b-4176-98ac-ef4c1517f85a No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Stilwell, Oklahoma (Utility Company) Effective date: End date if known: Rate name: Medium Industrial - 50,000 - 100,000 kWh Sector: Industrial Description: Cost + Energy Charge Source or reference: www.cityofstilwell.com/uploads/Ordinance_297__Water__Sewer__Electric_Rates.pdf Source Parent: Comments Applicability Demand (kW) Minimum (kW): Maximum (kW): History (months): Energy (kWh) Minimum (kWh): Maximum (kWh): History (months): Service Voltage Minimum (V): Maximum (V): Character of Service

236

Waste not Discharged to Surface Waters (North Carolina) | Department of  

Broader source: Energy.gov (indexed) [DOE]

Waste not Discharged to Surface Waters (North Carolina) Waste not Discharged to Surface Waters (North Carolina) Waste not Discharged to Surface Waters (North Carolina) < Back Eligibility Commercial Industrial Construction Transportation Savings Category Alternative Fuel Vehicles Hydrogen & Fuel Cells Buying & Making Electricity Water Home Weatherization Solar Wind Program Info State North Carolina Program Type Siting and Permitting The rules in this Subchapter apply to all persons proposing to construct, alter, extend, or operate any sewer system, treatment works, disposal system, contaminates soil treatment system, animal waste management system, stormwater management system or residual disposal/utilization system which does not discharge to surface waters of the state, including systems which discharge waste onto or below land surface.

237

Ground and Surface Water Protection (New Mexico) | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

and Surface Water Protection (New Mexico) and Surface Water Protection (New Mexico) Ground and Surface Water Protection (New Mexico) < Back Eligibility Agricultural Commercial Construction Developer Industrial Investor-Owned Utility Municipal/Public Utility Rural Electric Cooperative Utility Savings Category Alternative Fuel Vehicles Hydrogen & Fuel Cells Buying & Making Electricity Water Home Weatherization Solar Program Info State New Mexico Program Type Environmental Regulations Fees Provider New Mexico Environment Department This regulation implements the New Mexico Water Quality Act. Any person intending to make a new water contaminant discharge or to alter the character or location of an existing water contaminant discharge, unless the discharge is being made or will be made into a community sewer system

238

Page not found | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

11 - 15020 of 26,764 results. 11 - 15020 of 26,764 results. Download Hicon: Proposed Penalty (2013-SE-1426) DOE alleged in a Notice of Proposed Civil Penalty that Ningbo Hicon International Industry Company, Ltd. manufactured and distributed noncompliant freezer basic model BD-200 in the U.S. http://energy.gov/gc/downloads/hicon-proposed-penalty-2013-se-1426 Download CX-010722: Categorical Exclusion Determination Soos Creek Water & Sewer District Land Use Review Request Case No. 20120040 CX(s) Applied: B4.9 Date: 08/20/2013 Location(s): Washington Offices(s): Bonneville Power Administration http://energy.gov/nepa/downloads/cx-010722-categorical-exclusion-determination Page Contracting for Support Services What you need to know as a Federal Employee... http://energy.gov/management/office-management/operational-management/procurement-and-acquisition/guidance-procureme-5

239

Data:A00158fc-8eb1-4514-81eb-4e07f892b362 | Open Energy Information  

Open Energy Info (EERE)

fc-8eb1-4514-81eb-4e07f892b362 fc-8eb1-4514-81eb-4e07f892b362 No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Stilwell, Oklahoma (Utility Company) Effective date: End date if known: Rate name: Security Lights - 250 Watt (pole installation) Sector: Lighting Description: Source or reference: www.cityofstilwell.com/uploads/Ordinance_297__Water__Sewer__Electric_Rates.pdf Source Parent: Comments Applicability Demand (kW) Minimum (kW): Maximum (kW): History (months): Energy (kWh) Minimum (kWh): Maximum (kWh): History (months): Service Voltage Minimum (V): Maximum (V): Character of Service Voltage Category:

240

Data:30db5e70-abad-470a-b457-f017f98043fc | Open Energy Information  

Open Energy Info (EERE)

e70-abad-470a-b457-f017f98043fc e70-abad-470a-b457-f017f98043fc No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Stilwell, Oklahoma (Utility Company) Effective date: End date if known: Rate name: Security Lights - 1000 Watt (existing pole) Sector: Lighting Description: Source or reference: www.cityofstilwell.com/uploads/Ordinance_297__Water__Sewer__Electric_Rates.pdf Source Parent: Comments Applicability Demand (kW) Minimum (kW): Maximum (kW): History (months): Energy (kWh) Minimum (kWh): Maximum (kWh): History (months): Service Voltage Minimum (V): Maximum (V): Character of Service Voltage Category:

Note: This page contains sample records for the topic "newnan wtr sewer" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


241

Categorical Exclusion Determinations: B4.9 | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

9 9 Categorical Exclusion Determinations: B4.9 Existing Regulations B4.9: Multiple use of powerline rights-of-way Granting or denying requests for multiple uses of a transmission facility's rights-of-way (including, but not limited to, grazing permits and crossing agreements for electric lines, water lines, natural gas pipelines, communications cables, roads, and drainage culverts). Previous Regulations Categorical Exclusion Determinations dated before November 14th, 2011 were issued under previous DOE NEPA regulations. See the Notice of Final Rulemaking (76 FR 63763, 10/13/2011) for information changes to this categorical exclusion. DOCUMENTS AVAILABLE FOR DOWNLOAD August 20, 2013 CX-010722: Categorical Exclusion Determination Soos Creek Water & Sewer District Land Use Review Request Case No. 20120040

242

CX-003587: Categorical Exclusion Determination | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

587: Categorical Exclusion Determination 587: Categorical Exclusion Determination CX-003587: Categorical Exclusion Determination Energy Efficiency and Conservation Strategy and Motor Upgrades for Sewer and Water Pumps CX(s) Applied: A9, A11, B1.2, B1.3, B2.5, B5.1 Date: 08/23/2010 Location(s): Amherst, Massachusetts Office(s): Energy Efficiency and Renewable Energy The Town of Amherst?s strategy works towards the goals of improving energy efficiency and reducing total energy use by focusing on activity #5 Energy Efficient Retrofits as described in the Energy Efficiency Conservation Block Grant (EECBG) program. The Town of Amherst released a Climate Action Plan in 2005. The EECBG activity is consistent with the plan?s overarching goal of reducing fossil fuel emissions through implementation of energy

243

Energy Efficiency and Conservation Block Grant Program  

Broader source: Energy.gov (indexed) [DOE]

AK-TRIBE-INTERIOR REGIONAL HOUSING AUTHORITY RAMPART AK-TRIBE-INTERIOR REGIONAL HOUSING AUTHORITY RAMPART VILLAGE Location: Tribe AK-TRIBE- INTERIOR REGIONAL HOUSING AUTHORITY RAMPART VILLAGE AK American Recovery and Reinvestment Act: Proposed Action or Project Description The Interior Regional Housing Association (IRHA) of Alaska for the Native Village of Rampart proposes to conduct lighting audits of both residences and community facilities and based on the results of the audits, change fixtures from incandescent to fluorescent lighting. In addition, the IRHA proposes to conduct mechanical upgrades to the heating system in the washeteria (re-piping and re-insulating the water and sewer lines, installing heat trace to sump tank, and installing circulation pump). The washeteria freezes during the winter months and minor mechanical upgrades would be made to the facility to prevent heating

244

Data:Aadd43fc-b2df-4410-a7ba-88a8c57b4d5f | Open Energy Information  

Open Energy Info (EERE)

Aadd43fc-b2df-4410-a7ba-88a8c57b4d5f Aadd43fc-b2df-4410-a7ba-88a8c57b4d5f No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Stilwell, Oklahoma (Utility Company) Effective date: End date if known: Rate name: Security Lights - 250 Watt (existing pole) Sector: Lighting Description: Source or reference: www.cityofstilwell.com/uploads/Ordinance_297__Water__Sewer__Electric_Rates.pdf Source Parent: Comments Applicability Demand (kW) Minimum (kW): Maximum (kW): History (months): Energy (kWh) Minimum (kWh): Maximum (kWh): History (months): Service Voltage Minimum (V): Maximum (V): Character of Service Voltage Category:

245

Data:Aa9b5513-1fc0-44de-9a69-bbad93dda0ff | Open Energy Information  

Open Energy Info (EERE)

13-1fc0-44de-9a69-bbad93dda0ff 13-1fc0-44de-9a69-bbad93dda0ff No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Stilwell, Oklahoma (Utility Company) Effective date: End date if known: Rate name: Security Lights - 175 Watt (pole installation) Sector: Lighting Description: Source or reference: www.cityofstilwell.com/uploads/Ordinance_297__Water__Sewer__Electric_Rates.pdf Source Parent: Comments Applicability Demand (kW) Minimum (kW): Maximum (kW): History (months): Energy (kWh) Minimum (kWh): Maximum (kWh): History (months): Service Voltage Minimum (V): Maximum (V): Character of Service Voltage Category:

246

U.S. Department of Energy Categorical Exclusion Determination Form  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

M-Area Oil Injection Wells M-Area Oil Injection Wells Savannah River Site Aiken/Aiken/South Carolina Three shallow vadose zone wells, designated as M-Area Oil Injection (MOI), wells were installed in 2009 as part of a pilot to test the effectiveness of Vadose Oil Substrate (VOS(tm)) in the treatment of chlorinated volatile organic compounds (cVOCs) along a section of the abandoned M-Area Process Sewer Line (MAPSL). The pilot has been completed and no further injection of VOS will be performed. Therefore, the three injection wells will be abandoned in place by grouting. B3.1 - Site characterization and environmental monitoring Andrew R. Grainger Digitally signed by Andrew R. Grainger DN: cn=Andrew R. Grainger, o=DOE-SR, ou=EQMD, email=drew.grainger@srs.gov, c=US Date: 2012.06.20 16:00:15 -04'00'

247

Page not found | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

51 - 27360 of 28,904 results. 51 - 27360 of 28,904 results. Download CX-007673: Categorical Exclusion Determination Edible Oil Deployment for Enhanced Chlorinated Volatile Organic Compounds Attenuation at the M Area Abandoned Process Sewer Line CX(s) Applied: B3.1 Date: 10/25/2011 Location(s): South Carolina Offices(s): Savannah River Operations Office http://energy.gov/nepa/downloads/cx-007673-categorical-exclusion-determination Download CX-007675: Categorical Exclusion Determination Repair of Fire Water Line Near 254-13F CX(s) Applied: B1.3 Date: 10/20/2011 Location(s): South Carolina Offices(s): Savannah River Operations Office http://energy.gov/nepa/downloads/cx-007675-categorical-exclusion-determination Article DOE-Supported Education and Training Programs Help Crow Tribe Promote Energy Independence and Education

248

CX-004085: Categorical Exclusion Determination | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

4085: Categorical Exclusion Determination 4085: Categorical Exclusion Determination CX-004085: Categorical Exclusion Determination Project T-221, Hazardous Material Management and Emergency Response (HAMMER) Operations Building CX(s) Applied: B1.15 Date: 10/08/2010 Location(s): Richmond, Washington Office(s): Environmental Management, Office of River Protection-Richland Office The project will provide a new training facility at the Hazardous Material Management and Emergency Response (HAMMER) Facility. The project will construct a new pre-engineered metal building that is approximately 7,500 square feet for office and shop use. Construction activities will include site preparation and placement of fill material; extending existing utilities (sanitary sewer, water, power, and telecommunications) to the

249

SITEWIDE CATEGORICAL EXCLUSION FOR MINOR ROAD AND UTILITY ALTERATIONS, PACIFIC NORTHWEST NATIONAL LABORATORY SITE,  

Broader source: Energy.gov (indexed) [DOE]

7 7 SITEWIDE CATEGORICAL EXCLUSION FOR MINOR ROAD AND UTILITY ALTERATIONS, PACIFIC NORTHWEST NATIONAL LABORATORY SITE, RICHLAND, WASHINGTON Proposed Action: The U.S. Department of Energy (DOE) Pacific Northwest Site Office (PNSO) proposes to conduct minor alteration, repair, ~lacement, or relocation of roads, pathways, and utilities such as water, sewer, electriCIty, natura1g8S, and communications lines. Location of Action: The proposed action would largely occur on the Pacific Northwest National Laboratory (PNNL) Site, within or near existing road and utility easements. Tie-ins to nearby offsite road and utility distribution points are occasionally necessary and are included in the scope of this categorical exclusion (CX). Description 01 tbe Proposed Action:

250

Page not found | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

01 - 25610 of 31,917 results. 01 - 25610 of 31,917 results. Download CX-000529: Categorical Exclusion Determination Sanitary Sewer Manhole Drain Line Isolation for Building 261-H Consolidated Incineration Facility CX(s) Applied: B1.27 Date: 09/09/2009 Location(s): Aiken, South Carolina Office(s): Environmental Management, Savannah River Operations Office http://energy.gov/nepa/downloads/cx-000529-categorical-exclusion-determination Download CX-000523: Categorical Exclusion Determination Electrical Isolation of 652-68G and 652-70G Transformers CX(s) Applied: B4.10 Date: 09/09/2009 Location(s): Aiken, South Carolina Office(s): Environmental Management, Savannah River Operations Office http://energy.gov/nepa/downloads/cx-000523-categorical-exclusion-determination Download CX-000520: Categorical Exclusion Determination

251

Categorical Exclusion (CX) Determinations By Date | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

November 29, 2012 November 29, 2012 CX-009633: Categorical Exclusion Determination Upgrade to the Concrete Masonry Unit (CMU) Wall at Test Reactor Area (TRA)-670 CX(s) Applied: B2.5 Date: 11/29/2012 Location(s): Idaho Offices(s): Idaho Operations Office November 29, 2012 CX-009608: Categorical Exclusion Determination Refurbish 607-53C Sanitary Sewer Lift Station CX(s) Applied: B1.3 Date: 11/29/2012 Location(s): South Carolina Offices(s): Savannah River Operations Office November 28, 2012 CX-009552: Categorical Exclusion Determination Central Vermont Recovered Biomass Facility CX(s) Applied: B5.20 Date: 11/28/2012 Location(s): Vermont Offices(s): Golden Field Office November 28, 2012 CX-009547: Categorical Exclusion Determination Recovery Act: Advanced Seismic Data Analysis Program ('Hot Pot Project')

252

u.s. DEPARTIvIENT OF ENERGY EERE PROJECT MANAGEMENT CENTER NEPA DETERl\IINATION  

Broader source: Energy.gov (indexed) [DOE]

u.s. DEPARTIvIENT OF ENERGY u.s. DEPARTIvIENT OF ENERGY EERE PROJECT MANAGEMENT CENTER NEPA DETERl\IINATION RECIPIENT:Miami-Dade Water & Sewer Department STATE:FL PROJECT TITLE: SDWNTP-lnstaUSron of Co-Gen Units 4 & 5 and Landfill Gas Pipeline Construction Page 1 of3 Funding Opportunity Announcement Number Procurement Instrument Number NEPA Control Number em Number DE-FOA-OOOOO13 EEOOOO790.001 0 Based on my review ortbe information concnning the proposed action, as NEPA Complianu Offiur (authorized under- DOE Order 451.IA), I have made the fnDowing determination: ex, EA, EIS APPENDIX AND NUMBER: Description: 85.1 Actions to conserve energy, demonstrate potential energy conservation, and promote energy~fficiency that do not increase the indoor concentrations of potentially hannful substances. These actions may involve financial and technical

253

CX-005877: Categorical Exclusion Determination | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

05877: Categorical Exclusion Determination 05877: Categorical Exclusion Determination CX-005877: Categorical Exclusion Determination South Jersey Wind Turbine CX(s) Applied: A9 Date: 05/17/2011 Location(s): Sea Isle City, New Jersey Office(s): Energy Efficiency and Renewable Energy, Golden Field Office The South Jersey Economic Development District is proposing to use Congressionally Directed Federal Funding to undertake two wind turbine development projects on publicly owned land along the coastal area of southern New Jersey. The proposed project comprises two separate initiatives; a mid-sized wind turbine installation at the Penn's Grove Sewer Authority property and a feasibility and site analysis at a former city landfill site in Sea Isle City. DOCUMENT(S) AVAILABLE FOR DOWNLOAD CX-005877.pdf More Documents & Publications

254

Categorical Exclusion Determinations: B1.3 | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

August 24, 2010 August 24, 2010 CX-003594: Categorical Exclusion Determination Replace Bayou Choctaw Timber Pile Pipe Supports CX(s) Applied: B1.3 Date: 08/24/2010 Location(s): Bayou Choctaw, Louisiana Office(s): Fossil Energy, Strategic Petroleum Reserve Field Office August 24, 2010 CX-003571: Categorical Exclusion Determination Building 84 Gas Alarm Installation CX(s) Applied: A12, B1.3, B2.3 Date: 08/24/2010 Location(s): Pittsburgh, Pennsylvania Office(s): Fossil Energy, National Energy Technology Laboratory August 23, 2010 CX-004031: Categorical Exclusion Determination Energy Efficiency and Conservation Strategy and Motor Upgrades for Sewer and Water Pumps CX(s) Applied: A9, A11, B1.2, B1.3, B2.5, B5.1 Date: 08/23/2010 Location(s): Amherst, Massachusetts Office(s): Energy Efficiency and Renewable Energy

255

Page not found | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

51 - 19560 of 26,764 results. 51 - 19560 of 26,764 results. Download CX-003580: Categorical Exclusion Determination Hadley Street Trail CX(s) Applied: B1.10, B4.12 Date: 08/23/2010 Location(s): Haltom, Texas Office(s): Energy Efficiency and Renewable Energy http://energy.gov/nepa/downloads/cx-003580-categorical-exclusion-determination Download CX-003582: Categorical Exclusion Determination Energy Efficiency and Conservation Strategy (EECS) and Air Conditioning Unity Replacement-Police Station CX(s) Applied: A11, B1.4, B2.5, B5.1 Date: 08/23/2010 Location(s): Wauwatosa, Wisconsin Office(s): Energy Efficiency and Renewable Energy http://energy.gov/nepa/downloads/cx-003582-categorical-exclusion-determination Download CX-003587: Categorical Exclusion Determination Energy Efficiency and Conservation Strategy and Motor Upgrades for Sewer

256

Data:2d9181c1-6bde-426d-9fff-8f34dc20ddd0 | Open Energy Information  

Open Energy Info (EERE)

-6bde-426d-9fff-8f34dc20ddd0 -6bde-426d-9fff-8f34dc20ddd0 No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: Perennial Public Power Dist Effective date: 2013/01/01 End date if known: Rate name: Municipal Pumping Service - Nontaxed (Rate Code 48) Single Phase Sector: Commercial Description: Municipal Pumping Service - Nontaxed (Rate Code 48): When energy is used for municipal pumping purposes, such as for sewer lifts or water pumping, the following rates shall apply. Tired rates = Purchased Power + Distribution Delivery Source or reference: http://www.perennialpower.com/Images/URBAN_GENERAL_AND_PUBLIC_SERVICE.pdf

257

Microsoft Word - Appendix J-LCRS-Train 3 Treament Contingency Plan1.doc  

Office of Legacy Management (LM)

LCRS/Train 3 Treatment Contingency Plan U.S. Department of Energy Weldon Spring Site LTS&M Plan July 2005 Doc. No. S0079000 Page J-3 J1.0 Contingency Plan Overview J1.1 Background The disposal cell at the Weldon Spring Site currently (August 2004) generates approximately 200 gallons of leachate per day, and manganese concentrations in the leachate exceeds the permitted effluent limit. The LCRS sump capacity is approximately 11,000 gallons, or 45 days of storage at the current flow rate. The uranium activity is below the discharge goal stated in the NPDES permit. This leachate is currently being hauled to the Metropolitan Sewer District (MSD) via commercial hauler for disposal and treatment under an approval granted to DOE on December 21, 2001, by the MSD. DOE had originally expected to treat the leachate on-site and

258

Page not found | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

51 - 6660 of 28,905 results. 51 - 6660 of 28,905 results. Download CX-000526: Categorical Exclusion Determination M-Area Chemical Oxidation (MACO) CX(s) Applied: B6.1 Date: 09/09/2009 Location(s): Aiken, South Carolina Office(s): Environmental Management, Savannah River Operations Office http://energy.gov/nepa/downloads/cx-000526-categorical-exclusion-determination Download CX-000527: Categorical Exclusion Determination Paving of Gravel Road from Road E to Gate 16 CX(s) Applied: B1.13 Date: 09/09/2009 Location(s): Aiken, South Carolina Office(s): Environmental Management, Savannah River Operations Office http://energy.gov/nepa/downloads/cx-000527-categorical-exclusion-determination Download CX-000529: Categorical Exclusion Determination Sanitary Sewer Manhole Drain Line Isolation for Building 261-H Consolidated

259

CX-006882: Categorical Exclusion Determination | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

6882: Categorical Exclusion Determination 6882: Categorical Exclusion Determination CX-006882: Categorical Exclusion Determination Tribal Energy Program-Alaska Native Tribal Health Consortium (Selawik) CX(s) Applied: A9, A11, B2.5, B5.1 Date: 09/15/2011 Location(s): Alaska Office(s): Energy Efficiency and Renewable Energy The Native Village of Selawik, Alaska, proposes to improve the overall energy efficiency of the water treatment/distribution and sewer collection systems in Selawik by implementing retrofit measures identified in a previously conducted utility energy audit. CX-006882.pdf More Documents & Publications CX-004312: Categorical Exclusion Determination Agency Responses to Comments Received during the 2011 Alaska Forum on the Environment DOE Alaska Native Village Renewable Energy Workshop Agenda

260

PROJECT MANGEMENT PLAN EXAMPLES  

Broader source: Energy.gov (indexed) [DOE]

Hazard Identification and Characterization Hazard Identification and Characterization Examples Example 13 2.02.04 Hazard Baseline Documentation The following is a listing of the hazard baseline documentation for the facility:  DPSTSA-300-3A, Addendum 1, Revision 1.a, Justification for Continued Operation, April 1997.  Procedure 322-M of Manual 2Q2-4-M, 322-M Fire Control Preplan, April 30, 1995.  SSD-ALW-94-0609, Depleted Uranium Holdup in MBA M22, September 30, 1994.  RRD-RMT-940037, Final Report - Nuclear De-Inventory of 300-M Area Laboratories, October 31, 1994.  IOM C. J. Bearden to R. H. Ross, Building 322-M Exhaust Duct Inspection, July 11, 1990.  NMP-RMT-920299, Revision 0, Investigation of Uranium in M-Area Process Sewer, December 30, 1992. 6.01.01 Characterization and Hazards Identification

Note: This page contains sample records for the topic "newnan wtr sewer" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


261

Categorical Exclusion Determinations: South Carolina | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

December 7, 2012 December 7, 2012 CX-009604: Categorical Exclusion Determination 704-56H Sanitary Sewer Upgrade CX(s) Applied: B1.3 Date: 12/07/2012 Location(s): South Carolina Offices(s): Savannah River Operations Office December 7, 2012 CX-009603: Categorical Exclusion Determination 716-N Yard Sinkhole Repair CX(s) Applied: B1.3 Date: 12/07/2012 Location(s): South Carolina Offices(s): Savannah River Operations Office December 7, 2012 CX-009602: Categorical Exclusion Determination 735-A, D-112, -113, and -114 Laboratory Renovations CX(s) Applied: B2.5 Date: 12/07/2012 Location(s): South Carolina Offices(s): Savannah River Operations Office December 7, 2012 CX-009601: Categorical Exclusion Determination Installation of a High Flux Thermal Neutron Source CX(s) Applied: B2.5 Date: 12/07/2012

262

Data:18e4c6d7-62ed-48e6-b82d-a67582c0c412 | Open Energy Information  

Open Energy Info (EERE)

62ed-48e6-b82d-a67582c0c412 62ed-48e6-b82d-a67582c0c412 No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Stilwell, Oklahoma (Utility Company) Effective date: End date if known: Rate name: Multi-Unit Commercial with Single Meter Sector: Commercial Description: Source or reference: www.cityofstilwell.com/uploads/Ordinance_297__Water__Sewer__Electric_Rates.pdf Source Parent: Comments Applicability Demand (kW) Minimum (kW): Maximum (kW): History (months): Energy (kWh) Minimum (kWh): Maximum (kWh): History (months): Service Voltage Minimum (V): Maximum (V): Character of Service Voltage Category:

263

U.S. Department of Energy Categorical Exclusion Determination Form  

Broader source: Energy.gov (indexed) [DOE]

Disassembly, Relocation, and Reassembly of a Metal-framed Quonset Hut Disassembly, Relocation, and Reassembly of a Metal-framed Quonset Hut Savannah River Site Aiken/Aiken/South Carolina A metal-framed Quonset hut located north of 716-4A will be disassembled, relocated to F-Area, and reassembled for use in the MOX construction project. The hut's metal frame covers an area measuring approximately 77 feet in width and 83 feet in length, and does not include a canopy. The hut is bolted to steel plates anchored in concrete. Dismantlement will involve removing nuts from bolts attached to the anchored steel plates. The hut currently is not served by water. sewer, or electricity. An asbestos inspection was conducted June 12, 2013, and concluded no asbestos- containing materials were present. B1.22 - Relocation of buildings

264

CX-003124: Categorical Exclusion Determination | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

24: Categorical Exclusion Determination 24: Categorical Exclusion Determination CX-003124: Categorical Exclusion Determination A1 to CDF Paving Project CX(s) Applied: B1.3 Date: 07/08/2010 Location(s): Batavia, Illinois Office(s): Fermi Site Office, Science Existing Road D pavement from Road A1 east to CDF has degraded to the extent that spot repairs and pavement patching are no longer cost effective options. This proposed project would result in repaving Road D from Pine Street east to CDF and realignment of the Road D/Road A1/A2 and Pine Street intersection. The project would also include the installation of a new storm sewer and grading of new drainage swales. DOCUMENT(S) AVAILABLE FOR DOWNLOAD CX-003124.pdf More Documents & Publications CX-003196: Categorical Exclusion Determination CX-010393: Categorical Exclusion Determination

265

Georgia County Turning Industrial and Farm Waste Into Big Energy Savings |  

Broader source: Energy.gov (indexed) [DOE]

Georgia County Turning Industrial and Farm Waste Into Big Energy Georgia County Turning Industrial and Farm Waste Into Big Energy Savings Georgia County Turning Industrial and Farm Waste Into Big Energy Savings March 30, 2011 - 2:44pm Addthis Interior view of the Gwinnett County "Gas To Energy" Project | Photo Courtesy of Gwinnett County, GA Interior view of the Gwinnett County "Gas To Energy" Project | Photo Courtesy of Gwinnett County, GA Tertia Speiser Project Officer, Golden Field Office What does this project do? Methane gas from biosolids, fats, oils, greases and other high strength industrial wastes is turned into energy. The county is improving efficiency and providing an alternative to clogging the sewers. The "Gas to Energy" system minimizes the impact of rising energy costs on consumers.

266

U.S. Department of Energy Categorical Exclusion Determination Form  

Broader source: Energy.gov (indexed) [DOE]

Abandonment of M-Area Oil Injection Wells Abandonment of M-Area Oil Injection Wells Savannah River Site Aiken/Aiken/South Carolina Three shallow vadose zone wells, designated as M-Area Oil Injection (MOI), wells were installed in 2009 as part of a pilot to test the effectiveness of Vadose Oil Substrate (VOS(tm)) in the treatment of chlorinated volatile organic compounds (cVOCs) along a section of the abandoned M-Area Process Sewer Line (MAPSL). The pilot has been completed and no further injection of VOS will be performed. Therefore, the three injection wells will be abandoned in place by grouting. B3.1 - Site characterization and environmental monitoring Andrew R. Grainger Digitally signed by Andrew R. Grainger DN: cn=Andrew R. Grainger, o=DOE-SR, ou=EQMD, email=drew.grainger@srs.gov, c=US

267

Page not found | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

11 - 26420 of 28,560 results. 11 - 26420 of 28,560 results. Download CX-007673: Categorical Exclusion Determination Edible Oil Deployment for Enhanced Chlorinated Volatile Organic Compounds Attenuation at the M Area Abandoned Process Sewer Line CX(s) Applied: B3.1 Date: 10/25/2011 Location(s): South Carolina Offices(s): Savannah River Operations Office http://energy.gov/nepa/downloads/cx-007673-categorical-exclusion-determination Download CX-007674: Categorical Exclusion Determination Replace Degraded Chemical Hood Exhaust Duct in 735-A, D-wing Service Floor CX(s) Applied: B2.3 Date: 10/25/2011 Location(s): South Carolina Offices(s): Savannah River Operations Office http://energy.gov/nepa/downloads/cx-007674-categorical-exclusion-determination Download CX-007675: Categorical Exclusion Determination

268

CX-003584: Categorical Exclusion Determination | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

84: Categorical Exclusion Determination 84: Categorical Exclusion Determination CX-003584: Categorical Exclusion Determination Alaska-Tribe-Interior Regional Housing Authority Rampart Village CX(s) Applied: B2.5, B5.1 Date: 08/24/2010 Location(s): Rampart Village, Alaska Office(s): Energy Efficiency and Renewable Energy Energy Efficiency and Conservation Block Grant Program. The Interior Regional Housing Association (IRHA) of Alaska for the Native Village of Rampart proposes to conduct lighting audits of both residences and community facilities and based on the results of the audits, change fixtures from incandescent to fluorescent lighting. In addition, the IRHA proposes to conduct mechanical upgrades to the heating system in the washeteria (re-piping and re-insulating the water and sewer lines,

269

Have You Ever Tried Composting? | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

Ever Tried Composting? Ever Tried Composting? Have You Ever Tried Composting? January 20, 2012 - 10:07am Addthis This week, Erin talked about how she's helping her parents (and learning from them) as they maintain an outdoor compost pile. By composting, you can nourish your garden for very little cost while keeping organic garbage out of sewer systems and city dumps. Compost materials range from food scraps to worms, and you can keep your compost in an open pile outdoors or in a specialized container. Of course, composting isn't just for homes - you can also participate in composting at the office. Whether at work or at home, indoors or outdoors, worms or food scraps: Have you ever tried composting? Why or why not? E-mail your responses to the Energy Saver team at consumer.webmaster@nrel.gov.

270

Buildings Energy Data Book: 2.5 Residential Construction and Housing Market  

Buildings Energy Data Book [EERE]

8 8 2009 Sales Price and Construction Cost Breakdown of an Average New Single-Family Home ($2010) (1) Function Finished Lot 20% Construction Cost 59% Financing 2% Overhead & General Expenses 5% Marketing 1% Sales Commission 3% Profit 9% Total 100% Function Building Permit Fees 2% Impact Fees 1% Water and Sewer Inspection 2% Excavation, Foundation, & Backfill 7% Steel 1% Framing and Trusses 16% Sheathing 2% Windows 3% Exterior Doors 1% Interior Doors & Hardware 2% Stairs 1% Roof Shingles 4% Siding 6% Gutters & Downspouts 0% Plumbing 5% Electrical Wiring 4% Lighting Fixtures 1% HVAC 4% Insulation 2% Drywall 5% Painting 3% Cabinets, Countertops 6% Appliances 2% Tiles & Carpet 5% Trim Material 3% Landscaping & Sodding 3% Wood Deck/Patio 1% Asphalt Driveway 1% Other 9% Total 100% Note(s): Source(s): NAHB, Breaking Down House Price and Construction Costs, 2010, Table 1; and EIA, Annual Energy Review 2010, Oct. 2011, Appendix D, p. 353 for price

271

Buildings Energy Data Book: 2.9 Low-Income Housing  

Buildings Energy Data Book [EERE]

5 5 Weatherization Program Facts - PY 2010 weatherization funding breakdown: DOE 18.3%, LIHEAP 59.6%, others 22.1%.(1) - The Federal Government's outlay for fuel subsidies runs from $4.0 to 4.4 billion per year. The major two agencies dispensing fuel subsidies are HUD and HHS (through LIHEAP). - In 2006, HUD spent over $1.43 billion annually to pay all or part of the total utility bills (including water/sewer) for 1.2 million low-income units. Utilities (including water) made up approximately 23% of public housing authorities' expenditures. In addition, HUD estimates tenant expenditures on utilities (excluding water) at about $421 million in 2007. - LIHEAP spends 85% of its funding on direct fuel subsidies and weatherization. Up to 15% can be spent for weatherization

272

Page not found | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

41 - 8550 of 29,416 results. 41 - 8550 of 29,416 results. Download CX-006386: Categorical Exclusion Determination Grouting of Storm Sewer Grates and Man Holes at 770U CX(s) Applied: B1.28 Date: 06/13/2011 Location(s): Aiken, South Carolina Office(s): Environmental Management, Savannah River Operations Office http://energy.gov/nepa/downloads/cx-006386-categorical-exclusion-determination Download CX-006387: Categorical Exclusion Determination Kennel Lights and Sidewalk Date: 06/08/2011 Location(s): Aiken, South Carolina Office(s): Environmental Management, Savannah River Operations Office http://energy.gov/nepa/downloads/cx-006387-categorical-exclusion-determination Download CX-006388: Categorical Exclusion Determination Installation of Water Jet Cutter into 210-S Machine Shop CX(s) Applied: B1.3

273

U.S. Department of Energy NEPA Categorical Exclusion Determination Form  

Broader source: Energy.gov (indexed) [DOE]

KY-County-Bullitt KY-County-Bullitt Location: County Bullitt KY American Recovery and Reinvestment Act: Proposed Action or Project Description 1) Development of an energy efficiency and conservation strategy (completed), 2) retrofit the Annex building (1979) by installation of a new roof structure and roof with attic ventilation, addition of new attic insulation, and replacement of the HVAC system with a more energy efficient system, 3) replacement of the inaccurate natural gas meter at the Community Action/Red Cross Building, 4) retrofit the pumps and controls for five sanitary sewer lift stations Conditions: None Categorical Exclusion(s) Applied: A9, A11, B2.5, B5.1 *-For the complete DOE National Environmental Policy Act regulations regarding categorical exclusions, see Subpart D of 10 CFR10 21

274

CX-004031: Categorical Exclusion Determination | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

4031: Categorical Exclusion Determination 4031: Categorical Exclusion Determination CX-004031: Categorical Exclusion Determination Energy Efficiency and Conservation Strategy and Motor Upgrades for Sewer and Water Pumps CX(s) Applied: A9, A11, B1.2, B1.3, B2.5, B5.1 Date: 08/23/2010 Location(s): Amherst, Massachusetts Office(s): Energy Efficiency and Renewable Energy The Town of Amherst?s strategy works towards the goals of improving energy efficiency and reducing total energy use by focusing on activity #5 Energy Efficient Retrofits as described in the Energy Efficiency Conservation Block Grant (EECBG) program. The Town of Amherst released a Climate Action Plan in 2005. The EECBG activity is consistent with the plan?s overarching goal of reducing fossil fuel emissions through implementation of energy

275

Data:353da21f-a539-4b9a-bc82-a69cd17109a3 | Open Energy Information  

Open Energy Info (EERE)

f-a539-4b9a-bc82-a69cd17109a3 f-a539-4b9a-bc82-a69cd17109a3 No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Stilwell, Oklahoma (Utility Company) Effective date: End date if known: Rate name: Senior Citizen Electric Rate Sector: Residential Description: Source or reference: www.cityofstilwell.com/uploads/Ordinance_297__Water__Sewer__Electric_Rates.pdf Source Parent: Comments Applicability Demand (kW) Minimum (kW): Maximum (kW): History (months): Energy (kWh) Minimum (kWh): Maximum (kWh): History (months): Service Voltage Minimum (V): Maximum (V): Character of Service Voltage Category: Phase Wiring:

276

DOE - Office of Legacy Management -- Acid Pueblo Canyon - NM 03  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Acid Pueblo Canyon - NM 03 Acid Pueblo Canyon - NM 03 FUSRAP Considered Sites Acid/Pueblo Canyon, NM Alternate Name(s): Radioactive Liquid Waste Treatment Plant (TA-45) Acid/Pueblo and Los Alamos Canyon NM.03-3 Location: Canyons in the Pajarito Plateau Region in Los Alamos County, Los Alamos, NM NM.03-3 Historical Operations: Late 1943 or early 1944, head of the south fork of Acid Canyon received untreated liquid waste containing tritium and isotopes of strontium, cesium, uranium, plutonium, and americium discharged from main acid sewer lines and subsequently from the TA-3 plutonium treatment plant. NM.03-3 Eligibility Determination: Radiological Survey(s): Verification Surveys NM.03-5 NM.03-6 Site Status: Certified- Certification Basis and Federal Register Notice NM.03-2

277

CX-008625: Categorical Exclusion Determination | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

25: Categorical Exclusion Determination 25: Categorical Exclusion Determination CX-008625: Categorical Exclusion Determination Abandonment of M-Area Oil Injection Wells CX(s) Applied: B3.1 Date: 06/20/2012 Location(s): South Carolina Offices(s): Savannah River Operations Office Three shallow vadose zone wells, designated as M-Area Oil Injection (MOI), wells were installed in 2009 as part of a pilot to test the effectiveness of Vadose Oil Substrate (VOS(tm)) in the treatment of chlorinated volatile organic compounds (cVOCs) along a section of the abandoned M-Area Process Sewer Line (MAPSL). The pilot has been completed and no further injection of VOS will be performed. Therefore, the three injection wells will be abandoned in place by grouting. CX-008625.pdf More Documents & Publications CX-010312: Categorical Exclusion Determination

278

Data:D7ea114c-74a8-4181-8b01-033a1628b072 | Open Energy Information  

Open Energy Info (EERE)

14c-74a8-4181-8b01-033a1628b072 14c-74a8-4181-8b01-033a1628b072 No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of West Plains, Missouri (Utility Company) Effective date: 2010/05/01 End date if known: Rate name: City Facilities Sector: Commercial Description: Source or reference: http://westplains.net/hall/SewerWaterElectricRatesFall2010.pdf Source Parent: Comments Minimum monthly charge = $12.70 Applicability Demand (kW) Minimum (kW): Maximum (kW): History (months): Energy (kWh) Minimum (kWh): Maximum (kWh): History (months): Service Voltage Minimum (V): Maximum (V): Character of Service Voltage Category:

279

Village of Beach City, Ohio (Utility Company) | Open Energy Information  

Open Energy Info (EERE)

City City Place Ohio Utility Id 1386 Utility Location Yes Ownership M NERC Location RFC NERC RFC Yes RTO PJM Yes Activity Buying Transmission Yes Activity Distribution Yes References EIA Form EIA-861 Final Data File for 2010 - File1_a[1] LinkedIn Connections CrunchBase Profile No CrunchBase profile. Create one now! This article is a stub. You can help OpenEI by expanding it. Utility Rate Schedules Grid-background.png All Electric-In Commercial All Electric-Out Commercial Commercial Commercial Industrial Industrial RESIDENTlAL-IN Residential RESIDENTlAL-OUT Residential Sewer Plant Commercial Average Rates Residential: $0.0906/kWh Commercial: $0.0885/kWh Industrial: $0.0876/kWh References ↑ "EIA Form EIA-861 Final Data File for 2010 - File1_a" Retrieved from

280

Data:C2baaf65-71fd-4388-8c0e-23fefda08f0b | Open Energy Information  

Open Energy Info (EERE)

baaf65-71fd-4388-8c0e-23fefda08f0b baaf65-71fd-4388-8c0e-23fefda08f0b No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Stilwell, Oklahoma (Utility Company) Effective date: End date if known: Rate name: Light Industrial - Under 50,000 kWh Sector: Industrial Description: Source or reference: www.cityofstilwell.com/uploads/Ordinance_297__Water__Sewer__Electric_Rates.pdf Source Parent: Comments Applicability Demand (kW) Minimum (kW): Maximum (kW): History (months): Energy (kWh) Minimum (kWh): Maximum (kWh): History (months): Service Voltage Minimum (V): Maximum (V): Character of Service Voltage Category:

Note: This page contains sample records for the topic "newnan wtr sewer" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


281

Page not found | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

41 - 7450 of 28,560 results. 41 - 7450 of 28,560 results. Download EIS-0285-SA-143: Supplement Analysis Transmission System Vegetation Management Program http://energy.gov/nepa/downloads/eis-0285-sa-143-supplement-analysis Download Waste Treatment and Immobilation Plant HLW Waste Vitrification Facility Full Document and Summary Versions are available for download http://energy.gov/em/downloads/waste-treatment-and-immobilation-plant-hlw-waste-vitrification Download CX-002678: Categorical Exclusion Determination South District County Waster and Sewer Department - lnstallation of Co-Generation Units 4 & 5 and Landfill Gas Pipeline Construction CX(s) Applied: B5.1 Date: 06/07/2010 Location(s): Miami-Dade County, Florida Office(s): Energy Efficiency and Renewable Energy, Golden Field Office

282

Data:55689117-e54b-4c37-bba6-3795541345d9 | Open Energy Information  

Open Energy Info (EERE)

e54b-4c37-bba6-3795541345d9 e54b-4c37-bba6-3795541345d9 No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Monroe, Georgia (Utility Company) Effective date: 2012/03/01 End date if known: Rate name: City Electric Service Sector: Commercial Description: Applicable to all aspects of the government of the City of Monroe, including, but not limited to, general government buildings and warehouses, recreation facilities, and all other City utility enterprise activities, including natural gas, water, sanitary sewer and CATV/Internet Source or reference: ISU Documentation Source Parent:

283

Data:E918fc62-5a8e-4c12-b812-65462df8c146 | Open Energy Information  

Open Energy Info (EERE)

fc62-5a8e-4c12-b812-65462df8c146 fc62-5a8e-4c12-b812-65462df8c146 No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Stilwell, Oklahoma (Utility Company) Effective date: End date if known: Rate name: Storage Buildings & other Non-Commercial Structures Sector: Residential Description: Source or reference: www.cityofstilwell.com/uploads/Ordinance_297__Water__Sewer__Electric_Rates.pdf Source Parent: Comments Applicability Demand (kW) Minimum (kW): Maximum (kW): History (months): Energy (kWh) Minimum (kWh): Maximum (kWh): History (months): Service Voltage Minimum (V): Maximum (V): Character of Service

284

CX-006898: Categorical Exclusion Determination | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

6898: Categorical Exclusion Determination 6898: Categorical Exclusion Determination CX-006898: Categorical Exclusion Determination California-City-Fontana CX(s) Applied: A9, A11, B2.5, B5.1 Date: 03/31/2010 Location(s): Fontana, California Office(s): Energy Efficiency and Renewable Energy Energy Efficiency and Conservation Block Grant Program (EECBG). 1) Greenhouse gas inventory and development of a Climate Action Plan, 2) reassign existing planner position to 35% energy efficiency program planner, 3) designate a Fontana City staff person as the EECBG funded energy efficiency coordinator, 4) implement energy efficiency retrofits to city facilities, including 22 buildings, 5 parks and 3 sewer lift stations, 5) retrofit Police Station with energy efficient heating, ventilation and air conditioning (HVAC) system, 6) install cool roof on Police Station.

285

NE-24 Unlverslty of Chicayo Remedial Action Plan  

Office of Legacy Management (LM)

(YJ 4 tlsj .?I2 (YJ 4 tlsj .?I2 416 17 1983 NE-24 Unlverslty of Chicayo Remedial Action Plan 22&d 7 IA +-- E. I.. Keller, Director Technical Services Division Oak Ridge Operations Ufflce In response to your memorandum dated July 29, 1983, the Field Task Proposal/Agreement (FTP/A) received frw Aryonne National Laboratory (ANL) appears to be satisfactory, and this office concurs in the use of ANL to provide the decontamination effort as noted in the FTP/A. The final decontaminatton report should Include the data needed for certiff- cation of the cleanup and any contamination left In place, e.g., sewer lines should be so documented in the permanent records of the University as well as the certification documents and reports. The remedial action to be conducted appears to be clearly InsIgnifIcant from an environmental

286

City of Columbiana, Ohio (Utility Company) | Open Energy Information  

Open Energy Info (EERE)

Ohio (Utility Company) Ohio (Utility Company) Jump to: navigation, search Name Columbiana City of Place Ohio Utility Id 4061 Utility Location Yes Ownership M NERC Location RFC NERC RFC Yes RTO PJM Yes Activity Distribution Yes References EIA Form EIA-861 Final Data File for 2010 - File1_a[1] LinkedIn Connections CrunchBase Profile No CrunchBase profile. Create one now! This article is a stub. You can help OpenEI by expanding it. Utility Rate Schedules Grid-background.png Commercial Rates Commercial Heavy Commercial-Industrial Rates Commercial Municipal Water and Sewer Plant rates Residential Rental Lights (1000 Watt Metal Halide Light) Commercial Rental Lights (175 Watt Mercury Light) Commercial Rental Lights (250 Watt HPS Light) Commercial Rental Lights (400 Watt HPS Light) Commercial

287

Data:De1e65ca-680d-46c1-985d-92af0848a44a | Open Energy Information  

Open Energy Info (EERE)

ca-680d-46c1-985d-92af0848a44a ca-680d-46c1-985d-92af0848a44a No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Stilwell, Oklahoma (Utility Company) Effective date: End date if known: Rate name: Security Lights - 175 Watt (existing pole Sector: Lighting Description: Source or reference: www.cityofstilwell.com/uploads/Ordinance_297__Water__Sewer__Electric_Rates.pdf Source Parent: Comments Applicability Demand (kW) Minimum (kW): Maximum (kW): History (months): Energy (kWh) Minimum (kWh): Maximum (kWh): History (months): Service Voltage Minimum (V): Maximum (V): Character of Service Voltage Category:

288

Data:Bf7f269b-33a5-4523-adfb-0bfe44289513 | Open Energy Information  

Open Energy Info (EERE)

9b-33a5-4523-adfb-0bfe44289513 9b-33a5-4523-adfb-0bfe44289513 No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Stilwell, Oklahoma (Utility Company) Effective date: End date if known: Rate name: Security Lights - 400 Watt (existing pole) Sector: Lighting Description: Source or reference: www.cityofstilwell.com/uploads/Ordinance_297__Water__Sewer__Electric_Rates.pdf Source Parent: Comments Applicability Demand (kW) Minimum (kW): Maximum (kW): History (months): Energy (kWh) Minimum (kWh): Maximum (kWh): History (months): Service Voltage Minimum (V): Maximum (V): Character of Service Voltage Category:

289

Lawrence Livermore National Laboratory environmental report for 1990  

SciTech Connect (OSTI)

This report documents the results of the Environmental Monitoring Program at the Lawrence Livermore National Laboratory (LLNL) and presents summary information about environmental compliance for 1990. To evaluate the effect of LLNL operations on the local environment, measurements of direct radiation and a variety of radionuclides and chemical compounds in ambient air, soil, sewage effluent surface water, groundwater, vegetation, and foodstuff were made at both the Livermore site and at Site 300 nearly. LLNL's compliance with all applicable guides, standards, and limits for radiological and nonradiological emissions to the environment was evaluated. Aside from an August 13 observation of silver concentrations slightly above guidelines for discharges to the sanitary sewer, all the monitoring data demonstrated LLNL compliance with environmental laws and regulations governing emission and discharge of materials to the environment. In addition, the monitoring data demonstrated that the environmental impacts of LLNL are minimal and pose no threat to the public to or to the environment. 114 refs., 46 figs., 79 tabs.

Sims, J.M.; Surano, K.A.; Lamson, K.C.; Balke, B.K.; Steenhoven, J.C.; Schwoegler, D.R. (eds.)

1990-01-01T23:59:59.000Z

290

Remaining Sites Verification Package for the 100-F-26:13, 108-F Drain Pipelines, Waste Site Reclassification Form 2005-011  

SciTech Connect (OSTI)

The 100-F-26:13 waste site is the network of process sewer pipelines that received effluent from the 108-F Biological Laboratory and discharged it to the 188-F Ash Disposal Area (126-F-1 waste site). The pipelines included one 0.15-m (6-in.)-, two 0.2-m (8-in.)-, and one 0.31-m (12-in.)-diameter vitrified clay pipe segments encased in concrete. In accordance with this evaluation, the verification sampling results support a reclassification of this site to Interim Closed Out. The results of verification sampling demonstrated that residual contaminant concentrations do not preclude any future uses and allow for unrestricted use of shallow zone soils. The results also showed that residual contaminant concentrations are protective of groundwater and the Columbia River.

L. M. Dittmer

2008-03-03T23:59:59.000Z

291

Subproject L-045H 300 Area Treated Effluent Disposal Facility  

SciTech Connect (OSTI)

The study focuses on the project schedule for Project L-045H, 300 Area Treated Effluent Disposal Facility. The 300 Area Treated Effluent Disposal Facility is a Department of Energy subproject of the Hanford Environmental Compliance Project. The study scope is limited to validation of the project schedule only. The primary purpose of the study is to find ways and means to accelerate the completion of the project, thereby hastening environmental compliance of the 300 Area of the Hanford site. The 300 Area'' has been utilized extensively as a laboratory area, with a diverse array of laboratory facilities installed and operational. The 300 Area Process Sewer, located in the 300 Area on the Hanford Site, collects waste water from approximately 62 sources. This waste water is discharged into two 1500 feet long percolation trenches. Current environmental statutes and policies dictate that this practice be discontinued at the earliest possible date in favor of treatment and disposal practices that satisfy applicable regulations.

Not Available

1991-06-01T23:59:59.000Z

292

Accident safety analysis for 300 Area N Reactor Fuel Fabrication and Storage Facility  

SciTech Connect (OSTI)

The purpose of the accident safety analysis is to identify and analyze a range of credible events, their cause and consequences, and to provide technical justification for the conclusion that uranium billets, fuel assemblies, uranium scrap, and chips and fines drums can be safely stored in the 300 Area N Reactor Fuel Fabrication and Storage Facility, the contaminated equipment, High-Efficiency Air Particulate filters, ductwork, stacks, sewers and sumps can be cleaned (decontaminated) and/or removed, the new concretion process in the 304 Building will be able to operate, without undue risk to the public, employees, or the environment, and limited fuel handling and packaging associated with removal of stored uranium is acceptable.

Johnson, D.J.; Brehm, J.R.

1994-01-01T23:59:59.000Z

293

Remaining Sites Verification Package for the 1607-B1 Septic System, Waste Site Reclassification Form 2007-015  

SciTech Connect (OSTI)

The 1607-B1 Septic System includes a septic tank, drain field, and associated connecting pipelines and influent sanitary sewer lines. This septic system serviced the former 1701-B Badgehouse, 1720-B Patrol Building/Change Room, and the 1709-B Fire Headquarters. The 1607-B1 waste site received unknown amounts of nonhazardous, nonradioactive sanitary sewage from these facilities during its operational history from 1944 to approximately 1970. In accordance with this evaluation, the confirmatory sampling results support a reclassification of this site to No Action. The current site conditions achieve the remedial action objectives and the corresponding remedial action goals established in the Remaining Sites ROD. The results of confirmatory sampling show that residual contaminant concentrations do not preclude any future uses and allow for unrestricted use of shallow zone soils. The results also demonstrate that residual contaminant concentrations are protective of groundwater and the Columbia River.

L. M. Dittmer

2007-08-30T23:59:59.000Z

294

Environmental monitoring at the Lawrence Livermore National Laboratory: Annual report, 1987  

SciTech Connect (OSTI)

This report documents the results of the Environmental Monitoring Program at the Lawrence Livermore Laboratory (LLNL) for 1987. To evaluate the effect of LLNL operations on the local environment, measurements were made of direct radiation and a variety of radionuclides and chemical pollutants in ambient air, soil, sewage effluents, surface water, groundwater, vegetation, foodstuff, and milk at both the Livermore site and nearby Site 300. Evaluations were made of LLNL's compliance with the applicable guides, standards, and limits for radiological and nonradiological releases to the environment. The data indicates that the only releases in excess of applicable standards were four releases to the sanitary sewer. LLNL operations had no adverse impact on the environment during 1987. 65 refs., 24 figs.

Holland, R.C.; Brekke, D.D.

1988-04-01T23:59:59.000Z

295

ESH100.2.ENV.6  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

6 6 Procedure Title Control Discharges to the Sanitary Sewer System Procedure Manager COOPER, TERRY W. Status Active Subject Matter Expert Joseph Martin Mauser (Joe) Robert C. Holland (CA) Applicability, Exceptions, and Consequences This corporate procedure applies to all Sandia National Laboratories (SNL) organizations, all management elements, all SNL sites, and all Members of the Workforce. Remote facilities such as TTR and KTF are also governed by all local control ordinances when discharging wastewater. For guidance, Members of the Workforce at these sites should call the water quality contact for discharge permits. Exceptions to, or deviations from, this procedure must be approved through the Executive Policy Sponsor or Policy Area Manager, if delegated. Click

296

FE Categorical Exclusions | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

4, 2010 4, 2010 CX-004215: Categorical Exclusion Determination Modifications to the Sanitary Sewer Line 920 Plateau CX(s) Applied: B1.3, B1.32, B2.1, B2.5 Date: 09/24/2010 Location(s): Pittsburgh, Pennsylvania Office(s): Fossil Energy, National Energy Technology Laboratory September 23, 2010 CX-003924: Categorical Exclusion Determination Delineation, Identification, Characterization, and Clean Up of Suspected Waste Area CX(s) Applied: B3.1, B6.1 Date: 09/23/2010 Location(s): Pittsburgh, Pennsylvania Office(s): Fossil Energy, National Energy Technology Laboratory September 23, 2010 CX-003921: Categorical Exclusion Determination Mobile Sediment Analysis Laboratory CX(s) Applied: B3.6 Date: 09/23/2010 Location(s): Morgantown, West Virginia Office(s): Fossil Energy, National Energy Technology Laboratory

297

The Risk Assessment Information System  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Risk Assessment Documents - ORR Risk Assessment Documents - ORR Bullet Baseline Risk Assessments Bullet Remedial Investigation/Feasibility Study Environmental Assessment Report South Campus Facility, Oak Ridge Tenn [DOE/OR/02-1274&D] Bullet Baseline Risk Assessment for Lower East Fork Poplar Creek [DOE/OR/1119 & D2 & V2] Bullet Remedial Investigation/ Feasibility Study Report for Lower Watts Bar Reservoir Operable Unit [DOE/OR/01 1282 & D1] [ORNL/ER-2] Bullet The Utility of Existing Data Conducting a CERCLA Baseline Risk Assessment for Lower Watts Bar Reservoir (draft) [ORNL/ER-?] Bullet East Fork Poplar Creek Sewer Line Beltway Remedial Investigation Report [DOE/OR/02-1119&D2] Bullet Screening Risk Assessments Bullet Preliminary Assessment of Radiation Doses to the Public from Cesium

298

Data:10a335b1-d26b-4dea-a53b-1139ab2ebe33 | Open Energy Information  

Open Energy Info (EERE)

-d26b-4dea-a53b-1139ab2ebe33 -d26b-4dea-a53b-1139ab2ebe33 No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Stilwell, Oklahoma (Utility Company) Effective date: End date if known: Rate name: Multi-Unit Commercial With Seperate Meters Sector: Commercial Description: Source or reference: www.cityofstilwell.com/uploads/Ordinance_297__Water__Sewer__Electric_Rates.pdf Source Parent: Comments Applicability Demand (kW) Minimum (kW): Maximum (kW): History (months): Energy (kWh) Minimum (kWh): Maximum (kWh): History (months): Service Voltage Minimum (V): Maximum (V): Character of Service Voltage Category:

299

Data:Dc85d6bc-51d8-43cb-a366-81b190012783 | Open Energy Information  

Open Energy Info (EERE)

bc-51d8-43cb-a366-81b190012783 bc-51d8-43cb-a366-81b190012783 No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Stilwell, Oklahoma (Utility Company) Effective date: End date if known: Rate name: Municipal Sector: Commercial Description: Source or reference: www.cityofstilwell.com/uploads/Ordinance_297__Water__Sewer__Electric_Rates.pdf Source Parent: Comments Applicability Demand (kW) Minimum (kW): Maximum (kW): History (months): Energy (kWh) Minimum (kWh): Maximum (kWh): History (months): Service Voltage Minimum (V): Maximum (V): Character of Service Voltage Category: Phase Wiring: << Previous

300

Energy Efficiency and Conservation Block Grant Program  

Broader source: Energy.gov (indexed) [DOE]

NJ-City-Parsippany-Troy Hills, Township of NJ-City-Parsippany-Troy Hills, Township of Location: City Parsippany-Troy NJ Hills, Township of American Recovery and Reinvestment Act: Proposed Action or Project Description 1) Develop energy efficiency and conservation strategy, 2) energy audits of township buildings, 3) traffic light light-emitting diode (LED) retrofits, 4) building retrofits to replace a 50-ton heating, ventilating, and air conditioning (HVAC) chiller at the 1984 Town Hall, and 5) building retrofits at the Parks and Forestry Building, Community Center, DPW, Town Hall, Police Headquarters, Library, Day Care Center, Water Utility Offices, Sewer Pump Station #4, Well House #21, and Park Road Booster Station including replacing/installing LED exit signs, replacing/installing compact fluorescent light fixtures and lamps,

Note: This page contains sample records for the topic "newnan wtr sewer" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


301

U.S. Department of Energy NEPA Categorical Exclusion Determination Form  

Broader source: Energy.gov (indexed) [DOE]

CA-City-Fontana CA-City-Fontana Location: City Fontana CA American Recovery and Reinvestment Act: Proposed Action or Project Description: 1) Greenhouse gas inventory and development of a Climate Action Plan, 2) reassign existing planner position to 35% energy efficiency program planner, 3) designate a Fontana City staff person as the EECBG funded energy efficiency coordinator, 4) implement energy efficiency retrofits to city facilities, including 22 buildings, 5 parks and 3 sewer lift stations, 5) retrofit Police Station with energy efficient HVAC system, 6) install cool roof on Police Station Conditions: None Categorical Exclusion(s) Applied: A9, A11, B2.5, B5.1 *-For the complete DOE National Environmental Policy Act regulations regarding categorical exclusions, see Subpart D of 10 CFR10 21

302

Data:683526f5-9c4b-4f73-8b4e-bcf768c5196f | Open Energy Information  

Open Energy Info (EERE)

-9c4b-4f73-8b4e-bcf768c5196f -9c4b-4f73-8b4e-bcf768c5196f No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Stilwell, Oklahoma (Utility Company) Effective date: End date if known: Rate name: Office Building Sector: Commercial Description: Source or reference: www.cityofstilwell.com/uploads/Ordinance_297__Water__Sewer__Electric_Rates.pdf Source Parent: Comments Applicability Demand (kW) Minimum (kW): Maximum (kW): History (months): Energy (kWh) Minimum (kWh): Maximum (kWh): History (months): Service Voltage Minimum (V): Maximum (V): Character of Service Voltage Category: Phase Wiring: << Previous

303

Data:B9e9fe57-dce6-4d93-9b15-045b92356c34 | Open Energy Information  

Open Energy Info (EERE)

fe57-dce6-4d93-9b15-045b92356c34 fe57-dce6-4d93-9b15-045b92356c34 No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: Ozarks Electric Coop Corp Effective date: 2012/10/24 End date if known: Rate name: Large Power Off-Peak Single Phase- City of Fayetteville Sector: Commercial Description: This rate schedule is available to the City of Fayettesille's West side Waste Water Treatment Facility and Hamstring Sewer Lift Station in Washington Country, Arkansas. Source or reference: ISU Archive Source Parent: Comments Applicability Demand (kW) Minimum (kW): Maximum (kW): History (months): Energy (kWh) Minimum (kWh):

304

Categorical Exclusion (CX) Determinations By Date | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

7, 2010 7, 2010 CX-002685: Categorical Exclusion Determination Energy Efficiency and Conservation Block Grant Program Music City Bikeway CX(s) Applied: B5.1 Date: 06/07/2010 Location(s): Nashville, Tennessee Office(s): Energy Efficiency and Renewable Energy, Golden Field Office June 7, 2010 CX-002683: Categorical Exclusion Determination Cincinnati City American Recovery and Reinvestment Act - Energy Efficiency and Conservation Block Grant Act 4 (Ohio River Trail - Corbin to Collins) CX(s) Applied: A9, A11, B5.1 Date: 06/07/2010 Location(s): Cincinnati, Ohio Office(s): Energy Efficiency and Renewable Energy, Golden Field Office June 7, 2010 CX-002678: Categorical Exclusion Determination South District County Waster and Sewer Department - lnstallation of Co-Generation Units 4 & 5 and Landfill Gas Pipeline Construction

305

CX-007673: Categorical Exclusion Determination | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

73: Categorical Exclusion Determination 73: Categorical Exclusion Determination CX-007673: Categorical Exclusion Determination Edible Oil Deployment for Enhanced Chlorinated Volatile Organic Compounds Attenuation at the M Area Abandoned Process Sewer Line CX(s) Applied: B3.1 Date: 10/25/2011 Location(s): South Carolina Offices(s): Savannah River Operations Office As part of the Resource Conservation and Recovery Act Corrective Action Program for M Area, three injection wells (MOI-1 through MOI-3) were previously approved for underground injection control to have seventy-five gallons of VOS (TM) edible oil injected into the wells. VOS sequesters the cVOCs by diffusion and partitioning, and creates an efficient bioreactor for degradation for long-term enhanced attenuation and flux reduction This

306

Fermilab | Tritium at Fermilab | Home  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Feature photo Feature photo Tritium at Fermilab Tritium is a weakly radioactive form of hydrogen. In nature, it's formed when cosmic particles hit Earth's atmosphere. Here at Fermilab, tritium is an expected byproduct of the operation of our particle accelerators. This website provides information on the monitoring and management of tritium at Fermilab. Small but detectable levels of tritium –well below regulatory limits--are found in some ponds on the Fermilab site, in Indian Creek as it leaves the laboratory, and in some of Fermilab's sanitary sewer water. No tritium has been detected in wells on the Fermilab site. We are committed to go beyond merely satisfying regulatory limits, and work to keep the levels of tritium as low as possible. Though the levels of tritium discharged by Fermilab pose no health risk to

307

EA-1356: Final Environmental Assessment | Department of Energy  

Broader source: Energy.gov (indexed) [DOE]

56: Final Environmental Assessment 56: Final Environmental Assessment EA-1356: Final Environmental Assessment Proposed Changes to the Sanitary Biosolids Land Application Program on the Oak Ridge Reservation The U.S. Department of Energy (DOE) proposes to raise the biosolids land application radionuclide loading limits from the current, self-imposed 4 mrem/yr lifetime loading to the Tennessee Department of Environment and Conservation (TDEC)-approved level of 10 mrem/yr. The planning level increase is necessary for industrial development within the Oak Ridge community. In addition, DOE proposes to allow the discharge of treated wastewaters from the West End Treatment Facility (WETF) to the Y-12 Plant and City of Oak Ridge sanitary sewer systems, resulting in an operational cost savings of approximately $133,000 per year.

308

Anaerobic Digestion and Combined Heat and Power Study  

SciTech Connect (OSTI)

One of the underlying objectives of this study is to recover the untapped energy in wastewater biomass. Some national statistics worth considering include: (1) 5% of the electrical energy demand in the US is used to treat municipal wastewater; (2) This carbon rich wastewater is an untapped energy resource; (3) Only 10% of wastewater treatment plants (>5mgd) recover energy; (4) Wastewater treatment plants have the potential to produce > 575 MW of energy nationwide; and (5) Wastewater treatment plants have the potential to capture an additional 175 MW of energy from waste Fats, Oils and Grease. The WSSC conducted this study to determine the feasibility of utilizing anaerobic digestion and combined heat and power (AD/CHP) and/or biosolids gasification and drying facilities to produce and utilize renewable digester biogas. Digester gas is considered a renewable energy source and can be used in place of fossil fuels to reduce greenhouse gas emissions. The project focus includes: (1) Converting wastewater Biomass to Electricity; (2) Using innovative technologies to Maximize Energy Recovery; and (3) Enhancing the Environment by reducing nutrient load to waterways (Chesapeake Bay), Sanitary Sewer Overflows (by reducing FOG in sewers) and Greenhouse Gas Emissions. The study consisted of these four tasks: (1) Technology screening and alternative shortlisting, answering the question 'what are the most viable and cost effective technical approaches by which to recover and reuse energy from biosolids while reducing disposal volume?'; (2) Energy recovery and disposal reduction potential verification, answering the question 'how much energy can be recovered from biosolids?'; (3) Economic environmental and community benefit analysis, answering the question 'what are the potential economic, environmental and community benefits/impacts of each approach?'; and (4) Recommend the best plan and develop a concept design.

Frank J. Hartz; Rob Taylor; Grant Davies

2011-12-30T23:59:59.000Z

309

State Waste Discharge Permit application, 100-N Sewage Lagoon  

SciTech Connect (OSTI)

As part of the Hanford Federal Facility Agreement and Consent Order negotiations (Ecology et al. 1994), the US Department of Energy, Richland Operations Office, the US Environmental Protection Agency, and the Washington State Department of Ecology agreed that liquid effluent discharges to the ground on the Hanford Site which affect groundwater or have the potential to affect groundwater would be subject to permitting under the structure of Chapter 173--216 (or 173--218 where applicable) of the Washington Administrative Code, the State Waste Discharge Permit Program. As a result of this decision, the Washington State Department of Ecology and the US Department of Energy, Richland Operations Office entered into Consent Order No. DE 91NM-177, (Ecology and DOE-RL 1991). This document constitutes the State Waste Discharge Permit application for the 100-N Sewage Lagoon. Since the influent to the sewer lagoon is domestic waste water, the State Waste Discharge Permit application for Public Owned Treatment Works Discharges to Land was used. Although the 100-N Sewage Lagoon is not a Public Owned Treatment Works, the Public Owned Treatment Works application is more applicable than the application for industrial waste water. The 100-N Sewage Lagoon serves the 100-N Area and other Hanford Site areas by receiving domestic waste from two sources. A network of sanitary sewer piping and lift stations transfers domestic waste water from the 100-N Area buildings directly to the 100-N Sewage Lagoon. Waste is also received by trucks that transport domestic waste pumped from on site septic tanks and holding tanks. Three ponds comprise the 100-N Sewage Lagoon treatment system. These include a lined aeration pond and stabilization pond, as well as an unlined infiltration pond. Both piped-in and trucked-in domestic waste is discharged directly into the aeration pond.

Not Available

1994-06-01T23:59:59.000Z

310

First assessment of triclosan, triclocarban and paraben mass loads at a very large regional scale: Case of Paris conurbation (France)  

Science Journals Connector (OSTI)

Abstract The objective of this study was to examine the occurrence of parabens (5 congeners), triclosan (TCS) and triclocarban (TCC) at the scale of the Parisian sewer network and to provide representative knowledge on these compounds in France for a large area. For this purpose and in collaboration with the Parisian public sanitation service (SIAAP) in charge of the collect and treatment of the Parisian wastewater, this study focused on seven main sewer trunks of the Paris conurbation, accounting for 1 900 000 m3 d? 1, i.e., about 8 million inhabitants. Concentrations lying in the 2000–20 000 ng l? 1 ranges were found in wastewater, confirming the ubiquity of parabens, TCS and TCC in our environment and household products. Parabens (> 97%) and to a lesser extent TCS (68% in median) were mainly associated to the dissolved fraction, as demonstrated by low KD and KOC values. For the first time, this study also evaluated the pollutant mass loads per population equivalent (PE) of parabens, TCS and TCC at the large and representative scale of the Parisian conurbation. Hence, the median mass loads varied from 176 to 3040 ?g PE? 1 d? 1 for parabens and from 26 to 762 ?g PE? 1 d? 1 for TCS and TCC. Based on these results and according to the assumptions done, the extrapolation of the mass loads at the national scale pointed out an annual mass loads between 51.8 and 100.7 t y? 1 for methyl paraben (MeP) and between 11.2 and 23.5 t y? 1 for TCS. Mass loads per equivalent habitant and national mass loads are both extremely relevant and innovative data. Contrary to other countries, such data are nowadays rather difficult to gain in France and neither enquiry nor database provides access to information on the use and production of these chemicals. Since cosmetic industries are voluntarily and fully engaged in the substitution of parabens, triclosan and triclocarban in personal care product, this study could constitute a “time reference status” which could be used as a basis for future monitoring.

Johnny Gasperi; Darine Geara; Catherine Lorgeoux; Adèle Bressy; Sifax Zedek; Vincent Rocher; Antoine El Samrani; Ghassan Chebbo; Régis Moilleron

2014-01-01T23:59:59.000Z

311

Data:Fba75bf7-f541-4023-a6a3-31ee9a5c3fa4 | Open Energy Information  

Open Energy Info (EERE)

Fba75bf7-f541-4023-a6a3-31ee9a5c3fa4 Fba75bf7-f541-4023-a6a3-31ee9a5c3fa4 No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Stilwell, Oklahoma (Utility Company) Effective date: End date if known: Rate name: Security Lights - 400 Watt (pole installation) Sector: Lighting Description: Source or reference: www.cityofstilwell.com/uploads/Ordinance_297__Water__Sewer__Electric_Rates.pdf Source Parent: Comments Applicability Demand (kW) Minimum (kW): Maximum (kW): History (months): Energy (kWh) Minimum (kWh): Maximum (kWh): History (months): Service Voltage Minimum (V): Maximum (V): Character of Service Voltage Category:

312

Data:B53e1c4d-4abb-4d3e-ade2-8b6dbbdc091c | Open Energy Information  

Open Energy Info (EERE)

c4d-4abb-4d3e-ade2-8b6dbbdc091c c4d-4abb-4d3e-ade2-8b6dbbdc091c No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Stilwell, Oklahoma (Utility Company) Effective date: End date if known: Rate name: Heavy Industrial-over 100,000 kWh Sector: Industrial Description: Cost + energy charge Source or reference: www.cityofstilwell.com/uploads/Ordinance_297__Water__Sewer__Electric_Rates.pdf Source Parent: Comments Applicability Demand (kW) Minimum (kW): Maximum (kW): History (months): Energy (kWh) Minimum (kWh): Maximum (kWh): History (months): Service Voltage Minimum (V): Maximum (V): Character of Service

313

Data:Bb6b0524-99ff-4a4e-ac2a-cd16ade8a3e9 | Open Energy Information  

Open Energy Info (EERE)

24-99ff-4a4e-ac2a-cd16ade8a3e9 24-99ff-4a4e-ac2a-cd16ade8a3e9 No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Stilwell, Oklahoma (Utility Company) Effective date: End date if known: Rate name: Multi-Unit Residential with Single Meter Sector: Residential Description: Source or reference: www.cityofstilwell.com/uploads/Ordinance_297__Water__Sewer__Electric_Rates.pdf Source Parent: Comments Applicability Demand (kW) Minimum (kW): Maximum (kW): History (months): Energy (kWh) Minimum (kWh): Maximum (kWh): History (months): Service Voltage Minimum (V): Maximum (V): Character of Service Voltage Category:

314

DOE/EIS-0342; Wanapa Energy Center Final Environmental Impact Statement  

Broader source: Energy.gov (indexed) [DOE]

R R i v e r Columbia River Proposed Plant Site McNary Substation McNary Dam Cold Springs Reservoir McNary N o r t h w e s t N a t u r a l G a s P i p e l i n e P G T N a t u r a l G a s P i p e l i n e ( / 395 ( / 730 . - , 82 U m ati lla R i ve r Hermiston Wanapa Energy Center EIS Figure 2.3-1 Proposed Action 0 4000 8000 Feet S N E W Legend Plant Access Road Water Supply Pipeline Single Circuit Electrical Transmission Line Lower Monumental-McNary Transmission Line Relocation Plant Discharge Water Lateral Pipeline Natural Gas Supply and Plant Discharge Water Pipeline Potable Water / Sanitary Sewer Lines 2-2 # Proposed Plant Site McNary ( / 730 ( / 395 Columbia River BPA U.S. U.S. COE COE Wanaket Wildlife Area . - , 82 McNary Dam McNary Substation U m ati lla Riv er See Figure 2.3-5 See Figure 2.3-6 See Figures 2.3-7 and 2.3-8 Two Rivers Correctional Institution Wanapa Energy

315

Categorical Exclusion Determinations: American Recovery and Reinvestment  

Broader source: Energy.gov (indexed) [DOE]

3, 2010 3, 2010 CX-003587: Categorical Exclusion Determination Energy Efficiency and Conservation Strategy and Motor Upgrades for Sewer and Water Pumps CX(s) Applied: A9, A11, B1.2, B1.3, B2.5, B5.1 Date: 08/23/2010 Location(s): Amherst, Massachusetts Office(s): Energy Efficiency and Renewable Energy August 23, 2010 CX-003582: Categorical Exclusion Determination Energy Efficiency and Conservation Strategy (EECS) and Air Conditioning Unity Replacement-Police Station CX(s) Applied: A11, B1.4, B2.5, B5.1 Date: 08/23/2010 Location(s): Wauwatosa, Wisconsin Office(s): Energy Efficiency and Renewable Energy August 23, 2010 CX-003581: Categorical Exclusion Determination Texas-City-Wichita Falls CX(s) Applied: B2.5, B5.1 Date: 08/23/2010 Location(s): Wichita Falls, Texas Office(s): Energy Efficiency and Renewable Energy

316

Salt  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Salt Salt Nature Bulletin No. 340-A April 12, 1969 Forest Preserve District of Cook County George W. Dunne, President Roland F. Eisenbeis, Supt. of Conservation SALT It is fortunate that Salt -- common salt, known to chemists as sodium chloride and to mineralogists as Halite -- is one of the most abundant substances on earth, because most of us crave it and must have it. Eskimos get along without salt because they live mostly on the uncooked flesh of fish and mammals. A few nomad tribes never eat it and do not need it because their diet contains so much milk cheese, and meat eaten raw or roasted. We people who eat boiled meat and many vegetables must have salt. Of the millions of tons produced commercially each year, only about three percent is used as table salt. Large quantities are required for refrigeration meat packing, curing and preserving fish, pickles, sauerkraut, and for other foods prepared in brine. A lot of it is needed for livestock. Salt is spread on sidewalks, streets and highways to melt ice in winter. It is used to glaze pottery, sewer pipe and other ceramics. It is required in many metallurgical processes, chemical industries, and the manufacture of such products as leather, glass, soap, bleaching powder and photographic supplies. It has about 14,000 uses.

317

Data:89ec66bb-f5c0-4a73-9b9f-c9ed1c26490d | Open Energy Information  

Open Energy Info (EERE)

6bb-f5c0-4a73-9b9f-c9ed1c26490d 6bb-f5c0-4a73-9b9f-c9ed1c26490d No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: Ozarks Electric Coop Corp Effective date: 2012/10/24 End date if known: Rate name: Large Power Off Peak Three phase- City of Fayetteville Sector: Description: This rate schedule is available to the City of Fayettesille's West side Waste Water Treatment Facility and Hamstring Sewer Lift Station in Washington Country, Arkansas. Source or reference: ISU archive Source Parent: Comments Applicability Demand (kW) Minimum (kW): Maximum (kW): History (months): Energy (kWh) Minimum (kWh): Maximum (kWh):

318

Sediment chemistries and chironomid deformities in the Buffalo River (NY)  

SciTech Connect (OSTI)

The authors examined the surficial sediment chemistry (heavy metals) and the frequency of chironomid (Diptera) larvae mouthpart deformities from multiple PONAR grabs samples at each of 20 sites along the Buffalo River (NY) area of concern (AOC). Because of the potential for patchy invertebrate distribution and high variance in sediment chemistry, repeated spatial and temporal sampling is important to obtain a better integrated picture of contamination in rivers. The findings suggest that the Buffalo River has one of the highest percentages of deformed chironomids in AOC`s of the Great Lakes basin. One river site that was traditionally thought to be a chemical hot spot was less contaminated than another downstream section. At another site, sediment concentrations for V., Mn and AS appeared to be strongly associated with the proximity of combined sewer overflows from a region which is primarily residential. Interestingly, a demonstration project of the US Army Corps of Engineers, during which three types of dredges were used to carefully remove upper sediments from two different short reaches along the river, seemed to have no significant impact on proximate sediment chemistries or biota.

Stewart, K.M.; Diggins, T.P. [State Univ. of New York, Buffalo, NY (United States). Dept. of Biological Science

1994-12-31T23:59:59.000Z

319

Superfund Record of Decision (EPA Region 3): Lansdowne Radiation Site, Lansdowne, Pennsylvania (second remedial action), September 1986. Final report  

SciTech Connect (OSTI)

The Lansdowne Radiation site consists of two attached residences located at 105/107 East Stratford Avenue, Lansdowne, PA. The building is located in a residential area, approximately two miles from Philadelphia. The dwellings were contaminated with radium and other radionuclides between 1924 and 1944 as a result of refining radium and producing medical devices. A decontamination effort in 1964 consisted of removing as much radium as practical by sending, scraping, vacuuming, and washing the house walls, floors and ceilings. Some concrete floor and wooden floor boards were also removed. It is postulated that the acid fumes from the radium purification procedure used, as well as spills, carried the radium contamination deep into the wood and plaster of the home. The remedial action includes dismantling of the house. All radioactive materials above established permissible levels will be packed and sealed in approved containers, and disposed of at an approved offsite disposal facility; contaminated soil located in and around the house will be excavated and removed to established permissible levels. The sewer lateral leading from the contaminated house to Stratford Avenue will be removed and replaced. The capital cost has been estimated at $4,000,000-$4,500,000.

Not Available

1986-09-22T23:59:59.000Z

320

Pollution prevention and water conservation in metals finishing operations  

SciTech Connect (OSTI)

Attleboro, Massachusetts is the headquarters of the Materials and Controls Group of Texas Instruments Incorporated (Texas Instruments). In support of their activities, Texas Instruments operates a number of metal finishing and electroplating processes. The water supply and the wastewater treatment requirements are supplied throughout the facility from a central location. Water supply quality requirements varies with each manufacturing operation. As a result, manufacturing operations are classified as either high level or a lower water quality. The facility has two methods of wastewater treatment and disposal. The first method involves hydroxide and sulfide metals precipitation prior to discharge to a surface water. The second method involves metals precipitation, filtration, and discharge via sewer to the Attleboro WTF. The facility is limited to a maximum wastewater discharge of 460,000 gallons per day to surface water under the existing National Pollution Discharge Elimination System (NPDES) permit. There is also a hydraulic flow restriction on pretreated wastewater that is discharged to the Attleboro WTF. Both of these restrictions combined with increased production could cause the facility to reach the treatment capacity. The net effect is that wastewater discharge problems are becoming restrictive to the company`s growth. This paper reviews Texas Instruments efforts to overcome these restrictions through pollution prevention and reuse practices rather than expansion of end of pipe treatment methods.

O`Shaughnessy, J.; Clark, W. [Worcester Polytechnic Inst., MA (United States); Lizotte, R.P. Jr.; Mikutel, D. [Texas Instruments Inc., Attleboro, MA (United States)

1996-11-01T23:59:59.000Z

Note: This page contains sample records for the topic "newnan wtr sewer" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


321

Hazardous waste assessment and reduction options in an auto service station  

SciTech Connect (OSTI)

A hazardous waste assessment was performed and options for reduction of waste antifreeze and car wash wastewater were studied for Thompson`s Freeway Amoco, a gasoline station with a small repair shop and car wash, located in Duluth, Minnesota. In 1992, 1,310 gallons of waste aqueous antifreeze solution (50 vol% ethylene glycol, 50 vol% water), 6,580 gallons of waste oil, 138 gallons of waste parts washer solvent, and 2,702 lbs of waste oil filters, all classified as hazardous waste, were generated by this and three other sister stations of similar size under the same ownership. In addition, 779,810 gallons of car wash wastewater, not classified as hazardous waste, were also produced and discharged into the sewer. Various options were studied for reductions in waste antifreeze and car was wastewater by recycling and reuse. The economic evaluations are presented with the conclusions that on-site recycling of antifreeze is viable but not car wash wastewater recycling.

Baria, D.N.; Dorland, D.; Miller, K.C. [Univ. of Minnesota, Duluth, MN (United States). Dept. of Chemical Engineering

1994-12-31T23:59:59.000Z

322

Energy management program: Prince William County Public Schools Manassas, Virginia  

SciTech Connect (OSTI)

Prince William County, Virginia, is located some 25 miles southwest of Washington, D.C. The Prince William County Public School (PWCPS) system includes sixty-four schools (46 elementary schools, 11 middle schools, 7 high schools). Nine schools were built prior to 1960, thirty-eight during the 60s and 70s, and the balance since 1980. Additionally, there are two administrative and support facilities. Total square footage is approximately 5.6 million square feet. Approximately 5,700 employees, including instructors, serve some 46,000 students. The school system`s Capital Improvements Plan (CIP) calls for the construction of eleven new schools over the next five years. Enrollment is expected to grow at a rate of 1,000 per year for the next several years. The school division is served by three (3) electric utilities, two (2) natural gas and one (1) LP gas supplier, one (1) heating oil supplier, three (3) water and three (3) sewer companies. Utility expenditures have risen steadily over the years. From fiscal year 1990 through fiscal year 1994 these expenditures rose from 6.7 million dollars to 8.4 million dollars, a 25% increase. Utility costs are projected to rise an additional 28% ($2.6M) through fiscal year 1999.

Colbert, G.T.; McTighe, S.F.

1996-05-01T23:59:59.000Z

323

Status report on the geology of the Lawrence Livermore National Laboratory site and adjacent areas. Volume I. Text and appendices A-E  

SciTech Connect (OSTI)

In April, 1979, geoscience personnel at Lawrence Livermore National Laboratory (LLNL) initiated comprehensive geologic, seismologic, and hydrologic investigations of the LLNL site and nearby areas. These investigations have two objectives: 1. to obtain data for use in preparing a Final Environmental Impact Report for LLNL, pursuant to the National Environmental Policy Act; 2. to obtain data for use in improving the determination of a design basis earthquake for structural analysis of LLNL facilities. The first phases of these investigations have been completed. Work completed to date includes a comprehensive literature review, analyses of three sets of aerial photographs, reconnaissance geophysical surveys, examination of existing LLNL site borehole data, and the logging of seven exploratory trenches, segments of two sewer trenches, a deep building foundation excavation, a road cut, and an enlarged creek bank exposure. One absolute age date has been obtained by the /sup 14/C method and several dates of pedogenic carbonate formation have been obtained by the /sup 230/Th//sup 234/U method. A seismic monitoring network has been established, and planning for a site hydrologic monitoring program and strong motion instrument network has been completed. The seismologic and hydrologic investigations are beyond the scope of this report and will be discussed separately in future documents.

Carpenter, D.W.; Puchlik, K.P.; Ramirez, A.L.; Wagoner, J.L.; Knauss, K.G.; Kasameyer, P.W.

1980-10-01T23:59:59.000Z

324

Corrective Action Investigation Plan for Corrective Action Unit 219: Septic Systems and Injection Wells, Nevada Test Site, Nevada, Rev. No.: 0  

SciTech Connect (OSTI)

The Corrective Action Investigation Plan for Corrective Action Unit 219, Septic Systems and Injection Wells, has been developed in accordance with the ''Federal Facility Agreement and Consent Order'' (1996) that was agreed to by the State of Nevada, the U.S. Department of Energy, and the U.S. Department of Defense. The purpose of the investigation is to ensure that adequate data are collected to provide sufficient and reliable information to identify, evaluate, and select technically viable corrective actions. Corrective Action Unit 219 is located in Areas 3, 16, and 23 of the Nevada Test Site, which is 65 miles northwest of Las Vegas, Nevada. Corrective Action Unit 219 is comprised of the six Corrective Action Sites (CASs) listed below: (1) 03-11-01, Steam Pipes and Asbestos Tiles; (2) 16-04-01, Septic Tanks (3); (3) 16-04-02, Distribution Box; (4) 16-04-03, Sewer Pipes; (5) 23-20-01, DNA Motor Pool Sewage and Waste System; and (6) 23-20-02, Injection Well. These sites are being investigated because existing information on the nature and extent of potential contamination is insufficient to evaluate and recommend corrective action alternatives. Additional information will be obtained by conducting a corrective action investigation prior to evaluating corrective action alternatives and selecting the appropriate corrective action for each CAS. The results of the field investigation will support a defensible evaluation of viable corrective action alternatives that will be presented in the Corrective Action Decision Document.

David A. Strand

2005-01-01T23:59:59.000Z

325

Thermal sludge dryer demonstration: Bird Island Wastewater Treatment Plant, Buffalo, NY. Final report  

SciTech Connect (OSTI)

The Buffalo Sewer Authority (BSA), in cooperation with the New York State Energy Research and Development Authority (Energy Authority), commissioned a demonstration of a full scale indirect disk-type sludge dryer at the Bird Island Wastewater Treatment Plant (BIWWTP). The purpose of the project was to determine the effects of the sludge dryer on the sludge incineration process at the facility. Sludge incineration is traditionally the most expensive, energy-intensive unit process involving solids handling at wastewater treatment plants; costs for incineration at the BIWWTP have averaged $2.4 million per year. In the conventional method of processing solids, a series of volume reduction measures, which usually includes thickening, digestion, and mechanical dewatering, is employed prior to incineration. Usually, a high level of moisture is still present within sewage sludge following mechanical dewatering. The sludge dryer system thermally dewaters wastewater sludge to approximately 26%, (and as high as 38%) dry solids content prior to incineration. The thermal dewatering system at the BIWWTP has demonstrated that it meets its design requirements. It has the potential to provide significant energy and other cost savings by allowing the BSA to change from an operation employing two incinerators to a single incinerator mode. While the long-term reliability of the thermal dewatering system has yet to be established, this project has demonstrated that installation of such a system in an existing treatment plant can provide the owner with significant operating cost savings.

NONE

1995-01-01T23:59:59.000Z

326

Radiological Instrumentation Assessment for King County Wastewater Treatment Division  

SciTech Connect (OSTI)

The King County Wastewater Treatment Division (WTD) have concern about the aftermath of a radiological dispersion event (RDE) leading to the introduction of significant quantities of radioactive material into its combined sanitary and storm sewer system. Radioactive material could come from the use of a radiological dispersion device (RDD). RDDs include "dirty bombs" that are not nuclear detonations but are explosives designed to spread radioactive material. Radioactive material also could come from deliberate introduction or dispersion of radioactive material into the environment, including waterways and water supply systems. Volume 2 of PNNL-15163 assesses the radiological instrumentation needs for detection of radiological or nuclear terrorism, in support of decisions to treat contaminated wastewater or to bypass the West Point Treatment Plant (WPTP), and in support of radiation protection of the workforce, the public, and the infrastructure of the WPTP. Fixed radiation detection instrumentation should be deployed in a defense-in-depth system that provides 1) early warning of significant radioactive material on the way to the WPTP, including identification of the radionuclide(s) and estimates of the soluble concentrations, with a floating detector located in the wet well at the Interbay Pump Station and telemetered via the internet to all authorized locations; 2) monitoring at strategic locations within the plant, including 2a) the pipe beyond the hydraulic ram in the bar screen room; 2b) above the collection funnels in the fine grit facility; 2c) in the sampling tank in the raw sewage pump room; and 2d) downstream of the concentration facilities that produce 6% blended and concentrated biosolids. Engineering challenges exist for these applications. It is necessary to deploy both ultra-sensitive detectors to provide early warning and identification and detectors capable of functioning in high-dose rate environments that are likely under some scenarios, capable of functioning from 10 microrems per hour (background) up to 1000 rems per hour. Software supporting fixed spectroscopic detectors is needed to provide prompt, reliable, and simple interpretations of spectroscopic outputs that are of use to operators and decision-makers. Software to provide scientists and homeland security personnel with sufficient technical detail for identification, quantification, waste management decisions, and for the inevitable forensic and attribution needs must be developed. Computational modeling using MCNP software has demonstrated that useful detection capabilities can be deployed. In particular, any of the isotopes examined can be detected at levels between 0.01 and 0.1 ?Ci per gallon. General purpose instruments that can be used to determine the nature and extent of radioactive contamination and measure radiation levels for purposes of protecting personnel and members of the public should be available. One or more portable radioisotope identifiers (RIIDs) should be available to WTD personnel. Small, portable battery-powered personal radiation monitors should be widely available WTD personnel. The personal monitors can be used for personal and group radiation protection decisions, and to alert management to the need to get expert backup. All considerations of radiological instrumentation require considerations of training and periodic retraining of personnel, as well as periodic calibration and maintenance of instruments. Routine “innocent” alarms will occur due to medical radionuclides that are legally discharged into sanitary sewers on a daily basis.

Strom, Daniel J.; McConn, Ronald J.; Brodzinski, Ronald L.

2005-05-19T23:59:59.000Z

327

Seismic reflection imaging of a geothermal aquifer in an urban setting  

SciTech Connect (OSTI)

A seismic reflection survey that was conducted in downtown Boise, Idaho, to help city planners site a new well for injection of spent geothermal water illustrates some methods to safely and successfully employ a seismic reflection survey in an urban setting. The objective of the seismic survey was to estimate the depth and continuity of a basalt and rhyolite volcanic sequence. Well siting was based on geothermal aquifer depth, location of interpreted faults, projected thermal impact of injection on existing wells, surface pipe extension costs, and public land availability. Seismic acquisition tests and careful processing were used to ensure high-quality data while minimizing the potential for damage along city streets. A video camera placed in a sewer and a blast vibration monitor were used to confirm that energy from the seismic source (a 75-in{sup 3} land air gun) did not damage nearby buildings, street surfaces, or buried utilities along the survey lines. Walkaway seismic tests were also used to compare signal quality of the air-gun source to an explosive source for imaging targets up to 800 m depth. These tests show less signal bandwidth from the air-gun source compared to the buried explosive source, but the air-gun signal quality was adequate to meet imaging objectives. Seismic reflection results show that the top of this rhyolite/basalt sequence dips ({approximately}8--1{degree}) southwest away from the Boise foothills at depths of 200 to 800 m. Seismic methods enabled interpretation of aquifer depths along the profiles and located fault zones where injected water may encounter fracture permeability and optimally benefit the existing producing system. The acquisition and processing techniques used to locate the Boise injection well may succeed for other hydrogeologic and environmental studies in urban settings.

Liberty, L. [Boise State Univ., ID (United States). Center for Geophysical Investigation of the Shallow Subsurface] [Boise State Univ., ID (United States). Center for Geophysical Investigation of the Shallow Subsurface

1998-07-01T23:59:59.000Z

328

The removal of mercury from solid mixed waste using chemical leaching processes  

SciTech Connect (OSTI)

The focus of this research was to evaluate chemical leaching as a technique to treat soils, sediments, and glass contaminated with either elemental mercury or a combination of several mercury species. Potassium iodide/iodine solutions were investigated as chemical leaching agents for contaminated soils and sediments. Clean, synthetic soil material and surrogate storm sewer sediments contaminated with mercury were treated with KI/I{sub 2} solutions. It was observed that these leaching solutions could reduce the mercury concentration in soil and sediments by 99.8%. Evaluation of selected posttreatment sediment samples revealed that leachable mercury levels in the treated solids exceeded RCRA requirements. The results of these studies suggest that KI/I{sub 2} leaching is a treatment process that can be used to remove large quantities of mercury from contaminated soils and sediments and may be the only treatment required if treatment goals are established on Hg residual concentrations in solid matrices. Fluorescent bulbs were used to simulate mercury contaminated glass mixed waste. To achieve mercury contamination levels similar to those found in larger bulbs such as those used in DOE facilities a small amount of Hg was added to the crushed bulbs. The most effective agents for leaching mercury from the crushed fluorescent bulbs were KI/I{sub 2}, NaOCl, and NaBr + acid. Radionuclide surrogates were added to both the EPA synthetic soil material and the crushed fluorescent bulbs to determine the fate of radionuclides following chemical leaching with the leaching agents determined to be the most promising. These experiments revealed that although over 98% of the dosed mercury solubilized and was found in the leaching solution, no Cerium was measured in the posttreatment leaching solution. This finding suggest that Uranium, for which Ce was used as a surrogate, would not solubilize during leaching of mercury contaminated soil or glass.

Gates, D.D.; Chao, K.K.; Cameron, P.A.

1995-07-01T23:59:59.000Z

329

Green infrastructure life cycle assessment: A bio-infiltration case study  

Science Journals Connector (OSTI)

This paper presents life cycle assessment (LCA) as a methodology to evaluate environmental, economic, and social performance of green infrastructure stormwater control measures (SCMs). A case study examining a bio-infiltration rain garden at the Villanova University Campus is offered to demonstrate this methodology. The scope of this analysis is cradle to grave benefits and impacts of green infrastructure. Metrics used in this case study to evaluate benefits and impacts include carbon footprint (global warming potential), acidification potential, human health cancer impact, human health non-cancer impact, respiratory effects, eutrophication potential, ozone depletion potential, eco-toxicity, smog formation potential, labor impacts, and life cycle economic costs. Results of this bio-infiltration rain garden case study show that the construction phase is the main contributing life cycle phase for all adverse environmental impacts, as well as total life cycle cost and labor impacts. The majority of these construction phase environmental impacts are attributed to the use of silica sand as a soil amendment for the rain garden media and the use of bark mulch to provide ground cover, repress invasive vegetation, and establish target vegetation. The bio-infiltration rain garden operation phase was found to provide significant avoided environmental impacts relative to the construction phase impacts. These avoided impacts are attributed to urban forest benefits from rain garden vegetation, benefits due to stormwater runoff pollutant treatment by the practice, and benefits to combined sewer systems due to reduced stormwater volume through infiltration and evapo-transpiration. Consideration of multiple rain garden decommissioning phase scenarios makes a case to support the onsite reuse on rain garden media at the end of the practice life.

Kevin M. Flynn; Robert G. Traver

2013-01-01T23:59:59.000Z

330

In-plant demonstration of energy optimization in beck dyeing of carpet. Final report, June 1, 1979-January 1, 1980  

SciTech Connect (OSTI)

Several energy-conservative technologies have been successfully combined and transferred to a commercial carpet finishing plant to optimize beck dyeing. The technology of bump-and-run, in which the dyebath temperature was allowed to drift for the last 85% of the hold time instead of being maintained by active steam sparging, reduced the energy consumption by 38% with negligible capital investment required. Merging of dyebath reuse with bump-and-run only marginally increased the energy consumption (to 39%), but substantially lowered the plant's finishing costs further by directly recycling dyes, auxiliary chemicals, and water. Final optimization, which merged a technique whereby the carpet was pulled directly from the hot bath with bump-and-run and dyebath reuse, further improved the economics by drastically reducing water/sewer requirements by 90% and eliminating the holding tank/pumping assembly as a reuse requirement. From a carpet industry viewpoint, the demonstrated modifications have a direct energy conservation potential of 2.4 x 10/sup 5/ barrels of oil equivalent per year assuming the technology is directly transferable to similar atmospheric dyeing processes, e.g., beck dyeing of nylon and polyester fabrics, the potential to the entire textile industry is 2.6 x 10/sup 6/ BOE/year. Economically, total potential savings for the carpet industry on reuse incorporation was $1.2 x 10/sup 7//year, based on a 2.3 cents/lb. savings figure. When the allied fabric industry was included, the national potential was raised to $1.0 x 10/sup 8//year. These figures include cost savings due to materials recycled (water, auxiliary chemicals and dyes) as well as energy conservation.

Tincher, W.C.

1980-01-01T23:59:59.000Z

331

Selective leaching of uranium from uranium-contaminated soils: Progress report 1  

SciTech Connect (OSTI)

Three soils and a sediment contaminated with uranium were used to determine the effectiveness of sodium carbonate and citric acid leaching to decontaminated or remove uranium to acceptable regulatory levels. Two of the soils were surface soils from the DOE facility formerly called the Feed Materials Production Center (FMPC) at Fernald, Ohio. This facility is presently called the Femald Environmental Management Project (FEMP). Carbonate extractions generally removed from 70 to 90% of the uranium from the Fernald storage pad soil. Uranium was slightly more difficult to extract from the Fernald incinerator and the Y-12 landfarm soils. Very small amounts of uranium could be extracted from the storm sewer sediment. Extraction with carbonate at high solution-to-soil ratios were as effective as extractions at low solution-to-soil ratios, indicating attrition by the paddle mixer was not significantly different than that provided in a rotary extractor. Also, pretreatments such as milling or pulverizing the soil sample did not appear to increase extraction efficiency when carbonate extractions were carried out at elevated temperatures (60[degree]C) or long extraction times (23 h). Adding KMnO[sub 4] in the carbonate extraction appeared to increase extraction efficiency from the Fernald incinerator soil but not the Fernald storage pad soil. The most effective leaching rates (> 90 % from both Fernald soils) were obtained using a citrate/dithionite extraction procedure designed to remove amorphous (noncrystalline) iron/aluminum sesquioxides from surfaces of clay minerals. Citric acid also proved to be a very good extractant for uranium.

Francis, C.W.; Mattus, A.J.; Farr, L.L.; Elless, M.P.; Lee, S.Y.

1993-02-01T23:59:59.000Z

332

Selective leaching of uranium from uranium-contaminated soils: Progress report 1  

SciTech Connect (OSTI)

Three soils and a sediment contaminated with uranium were used to determine the effectiveness of sodium carbonate and citric acid leaching to decontaminated or remove uranium to acceptable regulatory levels. Two of the soils were surface soils from the DOE facility formerly called the Feed Materials Production Center (FMPC) at Fernald, Ohio. This facility is presently called the Femald Environmental Management Project (FEMP). Carbonate extractions generally removed from 70 to 90% of the uranium from the Fernald storage pad soil. Uranium was slightly more difficult to extract from the Fernald incinerator and the Y-12 landfarm soils. Very small amounts of uranium could be extracted from the storm sewer sediment. Extraction with carbonate at high solution-to-soil ratios were as effective as extractions at low solution-to-soil ratios, indicating attrition by the paddle mixer was not significantly different than that provided in a rotary extractor. Also, pretreatments such as milling or pulverizing the soil sample did not appear to increase extraction efficiency when carbonate extractions were carried out at elevated temperatures (60{degree}C) or long extraction times (23 h). Adding KMnO{sub 4} in the carbonate extraction appeared to increase extraction efficiency from the Fernald incinerator soil but not the Fernald storage pad soil. The most effective leaching rates (> 90 % from both Fernald soils) were obtained using a citrate/dithionite extraction procedure designed to remove amorphous (noncrystalline) iron/aluminum sesquioxides from surfaces of clay minerals. Citric acid also proved to be a very good extractant for uranium.

Francis, C.W.; Mattus, A.J.; Farr, L.L.; Elless, M.P.; Lee, S.Y.

1993-02-01T23:59:59.000Z

333

Ecological risk assessments for protected migratory birds and marine species at Midway Atoll  

SciTech Connect (OSTI)

In June 1997, the US Navy plans to close its Naval Air Facility on Sand Island and transfer the atoll to the US Fish and Wildlife Service for use as a National Wildlife Refuge. Midway provides breeding and feeding habitat for migratory seabirds, terrestrial and marine mammals, sea turtles and other reptiles, and a variety of reef fishes and invertebrates. As part of the base closure and transfer process, 36 sites of potential environmental concern were identified on Sand and Eastern islands. These sites include landfills and uncontrolled disposal areas, hazardous materials storage areas, abandoned transformers, sewer outfalls, and other potential hazardous waste sites. Potential contaminants include pesticides, PAHs, PCBs, and heavy metals. A screening ecological risk assessment was performed at each site with a goal of determining whether contaminants could pose any current or future risks to protected migratory bird or marine mammal wildlife species. Specific exposure pathways investigated were dermal and inhalation routes for ground-nesting and burrowing seabirds; incidental soil ingestion for shore birds; consumption for monk seals and sea turtles. Exposure analysis involved sediment and soil chemistry, marine invertebrate tissue chemistry, bioassays (bioavailability), and food web modeling. Effects analysis involved benthic infauna community analysis, acute and chronic invertebrate sediment bioassays, and extensive literature reviews. Risk characterization used both toxicity quotient methods and weight-of-evidence analysis. Because work by other investigators suggests that birds and perhaps marine wildlife acquire significant contaminant loads while feeding away from the atoll, on-atoll risk investigations had to consider whether atoll sites made significant marginal contributions to existing contaminant loads, particularly with respect to PCBs.

Scatolini, S.; Hope, B.; Lees, D.

1995-12-31T23:59:59.000Z

334

Advances in technology for the construction of deep-underground facilities  

SciTech Connect (OSTI)

The workshop was organized in order to address technological issues important to decisions regarding the feasibility of strategic options. The objectives of the workshop were to establish the current technological capabilities for deep-underground construction, to project those capabilities through the compressed schedule proposed for construction, and to identify promising directions for timely allocation of existing research and development resources. The earth has been used as a means of protection and safekeeping for many centuries. Recently, the thickness of the earth cover required for this purpose has been extended to the 2,000- to 3,000-ft range in structures contemplated for nuclear-waste disposal, energy storage, and strategic systems. For defensive missile basing, it is now perceived that the magnitude of the threat has increased through better delivery systems, larger payloads, and variable tactics of attack. Thus, depths of 3,000 to 8,000 ft are being considered seriously for such facilities. Moreover, it appears desirable that the facilities be operational (if not totally complete) for defensive purposes within a five-year construction schedule. Deep excavations such as mines are similar in many respects to nearsurface tunnels and caverns for transit, rail, sewer, water, hydroelectric, and highway projects. But the differences that do exist are significant. Major distinctions between shallow and deep construction derive from the stress fields and behavior of earth materials around the openings. Different methodologies are required to accommodate other variations resulting from increased depth, such as elevated temperatures, reduced capability for site exploration, and limited access during project execution. This report addresses these and other questions devoted to geotechnical characterization, design, construction, and excavation equipment.

Not Available

1987-12-31T23:59:59.000Z

335

Hierarchical predictive control of integrated wastewater treatment systems  

Science Journals Connector (OSTI)

The paper proposes an approach to designing the control structure and algorithms for optimising control of integrated wastewater treatment plant-sewer systems (IWWTS) under a full range of disturbance inputs. The optimised control of IWWTS allows for significant cost savings, fulfilling the effluent discharge limits over a long period and maintaining the system in sustainable operation. Due to the specific features of a wastewater system a hierarchical control structure is applied. The functional decomposition leads to three control layers: supervisory, optimising and follow-up. A temporal decomposition that is applied in order to efficiently accommodate the system's multiple time scales leads to further decomposition of the optimising control layer into three control sublayers: slow, medium, and fast. An extended Kalman Filter is used to carry out an estimation of needed but not measured plant states in real time. The robustly feasible model predictive controller produces manipulated variable trajectories based on a dedicated grey box (GB) model of the biological processes and drawing its physical reality from the well known \\{ASM2d\\} model. The GB model parameters are dependant on the plant operating point and therefore are continuously estimated. As it is impossible to efficiently control the plant under all influent conditions that may occur by using one universal control strategy, different control strategies are designed. Recently developed mechanisms for soft switching between the MPC control strategies are applied in order to smooth the state and control transient processes during the switching. The methodologies and algorithms proposed in the paper are validated by simulation based on real data records from a wastewater system located in Kartuzy, northern Poland. The control system was implemented at the case-study site to generate in real time the control actions that were assessed by the plant operators and verified by simulation based on a calibrated plant model.

M.A. Brdys; M. Grochowski; T. Gminski; K. Konarczak; M. Drewa

2008-01-01T23:59:59.000Z

336

Corrective Action Decision Document for Corrective Action Unit 230: Area 22 Sewage Lagoons and Corrective Action Unit 320: Area 22 Desert Rock Airport Strainer Box, Nevada Test Site, Nevada, Rev. 0  

SciTech Connect (OSTI)

This Corrective Action Decision Document identifies and rationalizes the U.S. Department of Energy, Nevada Operations Office's selection of a recommended corrective action alternative (CAA) appropriate to facilitate the closure of Corrective Action Unit (CAU) 230, Area 22 Sewage Lagoons, and CAU 320, Area 22 Desert Rock Airport Strainer Box, under the Federal Facility Agreement and Consent Order. Referred to as CAU 230/320, both CAUs are located at the Nevada Test Site (NTS) and comprise two Corrective Action Sites (CASs), 22-03-01 (Sewage Lagoons) and 22-99-01 (Strainer Box). The Area 22 Sewage Lagoons site also includes a buried Imhoff Tank, sludge bed, and associated sewer piping. A September 1999 corrective action investigation identified the only contaminant of concern above preliminary action levels at this CAU (i.e., total petroleum hydrocarbons as diesel-range organics). During this same investigation, three Corrective Action Objectives (CAOs) were identified to prevent or mitigate exposure to subsurface debris and contaminated soil. Based on these CAOs, a review of existing data, future use, and current operations in Area 22 of the NTS, three CAAs were developed for consideration: Alternative 1 - No Further Action, Alternative 2 - Closure in Place with Administrative Controls, and Alternative 3 - Excavation and Removal. These alternatives were evaluated based on four general corrective action standards and five remedy selection decision factors. Alternative 3 was chosen on technical merit as the preferred alternative for CAU 230/320. This alternative was judged to meet all applicable state and federal regulations for closure of the site and will eliminate potential future exposure pathways to the buried debris and contaminated soils at both of the CASs within Area 22.

U.S. Department of Energy, Nevada Operations Office

2000-04-20T23:59:59.000Z

337

Corrective Action Investigation Plan for Corrective Action Unit 230: Area 22 Sewage Lagoons and Corrective Action Unit 320: Area 22 Desert Rock Air port Strainer Box, Nevada Test Site, Nevada  

SciTech Connect (OSTI)

This Corrective Action Investigation Plan contains the US Department of Energy, Nevada Operation Office's approach to collect the data necessary to evaluate corrective action alternatives appropriate for the closure of Corrective Action Unit (CAU) 230/320 under the Federal Facility Agreement and Consent Order. Corrective Action Unit 230 consists of Corrective Action Site (CAS) 22-03-01, Sewage Lagoon; while CAU 320 consists of CAS 22-99-01, Strainer Box. These CAUs are referred to as CAU 230/320 or the Sewage Lagoons Site. The Sewage Lagoons Site also includes an Imhoff tank, sludge bed, and associated buried sewer piping. Located in Area 22, the site was used between 1951 to 1958 for disposal of sanitary sewage effluent from the historic Camp Desert Rock Facility at the Nevada Test Site in Nevada. Based on site history, the contaminants of potential concern include volatile organic compounds (VOCs), semivolatile organic compounds, total petroleum hydrocarbons (TPH), and radionuclides. Vertical migration is estimated to be less than 12 feet below ground surface, and lateral migration is limited to the soil immediately adjacent to or within areas of concern. The proposed investigation will involve a combination of field screening for VOCs and TPH using the direct-push method and excavation using a backhoe to gather soil samples for analysis. Gamma spectroscopy will also be conducted for waste management purposes. Sampling locations will be biased to suspected worst-case areas including the nearby sludge bed, sewage lagoon inlet(s) and outlet(s), disturbed soil surrounding the lagoons, surface drainage channel south of the lagoons, and the area near the Imhoff tank. The results of this field investigation will support a defensible evaluation of corrective action alternatives in the corrective action decision document.

U.S. Department of Energy, Nevada Operations Office

1999-06-10T23:59:59.000Z

338

The long-term and the short-term at a cropping municipal sewage sludge disposal facility  

SciTech Connect (OSTI)

The City of Raleigh, NC, chose land application of municipal sewage sludge as a means of reducing pollution to the Neuse River. The Neuse River Waste Water Treatment Plant (NRWWTP) is located in the Piedmont Province of North Carolina. The soils at the facility are derived largely from the Rolesville Granite. Sewage sludge is applied to over 640 acres of cropland, owned in fee or leased. In making the policy decision for use of the sludge land application method 20 or so years ago, the City had to evaluate the potential for heavy metal accumulation in the soils and plants as well as the potential for ground-water contamination from the nitrate-nitrogen. The city also had to make a policy decision about limiting the discharge of heavy metals to the sewer system. Study of data from monitoring wells demonstrate that well position is a key in determining whether or not nitrate-nitrogen contamination is detected. Data from a three-year study suggest that nitrate-nitrogen moves fairly rapidly t the water table, although significant buildup in nitrogen-nitrogen may take a number of years. Evidence exists suggesting that the time between application of sewage sludge and an increase of nitrate-nitrogen at the water table may be on the order of nine months to a year. It is apparent that in the case of municipal sewage sludge application one can anticipate some nitrate-nitrogen buildup and that the public policy on drinking water standards must recognize this fact.

Welby, C.W. (North Carolina State Univ., Raleigh, NC (United States). Dept. of Marine, Earth and Atmospheric Sciences)

1994-03-01T23:59:59.000Z

339

Corrective Action Investigation Plan for Corrective Action Unit 230: Area 22 Sewage Lagoons and Corrective Action Unit 320: Area 22 Desert Rock Airport Strainer Box, Nevada Test Site, Nevada  

SciTech Connect (OSTI)

This Corrective Action Investigation Plan contains the U.S. Department of Energy, Nevada Operation Office's approach to collect the data necessary to evaluate corrective action alternatives appropriate for the closure of Corrective Action Unit (CAU) 230/320 under the Federal Facility Agreement and Consent Order. Corrective Action Unit 230 consists of Corrective Action Site (CAS) 22-03-01, Sewage Lagoon; while CAU 320 consists of CAS 22-99-01, Strainer Box. These CAUs are referred to as CAU 230/320 or the Sewage Lagoons Site. The Sewage Lagoons Site also includes an Imhoff tank, sludge bed, and associated buried sewer piping. Located in Area 22, the site was used between 1951 to 1958 for disposal of sanitary sewage effluent from the historic Camp Desert Rock Facility at the Nevada Test Site in Nevada. Based on site history, the contaminants of potential concern include volatile organic compounds (VOCs), semivolatile organic compounds, total petroleum hydrocarbons (TPH), and radionuclides. Vertical migration is estimated to be less than 12 feet below ground surface, and lateral migration is limited to the soil immediately adjacent to or within areas of concern. The proposed investigation will involve a combination of field screening for VOCs and TPH using the direct-push method and excavation using a backhoe to gather soil samples for analysis. Gamma spectroscopy will also be conducted for waste management purposes. Sampling locations will be biased to suspected worst-case areas including the nearby sludge bed, sewage lagoon inlet(s) and outlet(s), disturbed soil surrounding the lagoons, surface drainage channel south of the lagoons, and the area near the Imhoff tank. The results of this field investigation will support a defensible evaluation of corrective action alternatives in the corrective action decision document.

US DOE/Nevada Operations Office

1999-06-10T23:59:59.000Z

340

National radiation exposures and risks caused by implementing EPA`s proposed revised national primary drinking water regulations  

SciTech Connect (OSTI)

This report estimates risks to workers and the public associated with treatment processes and their associated waste products that would be mandated under proposed regulations of radium, radon, and uranium in drinking water. Three scenarios were examined: (1) all wastes flushed to the sanitary sewer; (2) all wastes disposed on land; (3) similar to (2) but radon removal by granulated activated carbon rather than packed tower aeration. Risks considered included accidental injury and cancer. Worker risks for both scenarios I and II were estimated to be 0.025 and 0.01 deaths per year of operation for radium-226 and radium-228, respectively. Worker risks for uranium were estimated to be 0.13 deaths/year of operation for scenario I and 0.5 deaths/year of operation for scenario II. Worker risks for radon removal were estimated to be 1.7 deaths/year of operation for scenario I and 2.2 deaths/year of operation for scenario II. Risks to the public for scenarios I and II for radium-226 were 4 {times} 10{sup {minus}4} and for radium-228 were 9 {times} 10{sup {minus}5} deaths/year of operation. Risks to the public for scenarios I and II for uranium were 7.3 {times} 10{sup {minus}2} and 2 {times} 10{sup {minus}4}, respectively. Risks to the public for scenario I and II for radon were 24 deaths/year of operation and for scenario III were nil. Public risks were quantified only for people exposed during a year of operation. For example, effects of public exposures in future years via groundwater contamination associated with landfill of treatment waste were not considered.

Morris, S.C.; Rowe, M.D.; Holtzman, S.; Meinhold, A.F.

1993-05-01T23:59:59.000Z

Note: This page contains sample records for the topic "newnan wtr sewer" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


341

Corrective Action Investigation Plan for Corrective Action Unit 151: Septic Systems and Discharge Area, Nevada Test Site, Nevada, Rev. No.: 0  

SciTech Connect (OSTI)

This Corrective Action Investigation Plan (CAIP) contains project-specific information for conducting site investigation activities at Corrective Action Unit (CAU) 151: Septic Systems and Discharge Area, Nevada Test Site, Nevada. Information presented in this CAIP includes facility descriptions, environmental sample collection objectives, and criteria for the selection and evaluation of environmental corrective action alternatives. Corrective Action Unit 151 is located in Areas 2, 12, 18, and 20 of the Nevada Test Site, which is 65 miles northwest of Las Vegas, Nevada. Corrective Action Unit 151 is comprised of the nine Corrective Action Sites (CAS) listed below: (1) 02-05-01, UE-2ce Pond; (2) 12-03-01, Sewage Lagoons (6); (3) 12-04-01, Septic Tanks; (4) 12-04-02, Septic Tanks; (5) 12-04-03, Septic Tank; (6) 12-47-01, Wastewater Pond; (7) 18-03-01, Sewage Lagoon; (8) 18-99-09, Sewer Line (Exposed); and (9) 20-19-02, Photochemical Drain. The CASs within CAU 151 are discharge and collection systems. Corrective Action Site 02-05-01 is located in Area 2 and is a well-water collection pond used as a part of the Nash test. Corrective Action Sites 12-03-01, 12-04-01, 12-04-02, 12-04-03, and 12-47-01 are located in Area 12 and are comprised of sewage lagoons, septic tanks, associated piping, and two sumps. The features are a part of the Area 12 Camp housing and administrative septic systems. Corrective Action Sites 18-03-01 and 18-99-09 are located in the Area 17 Camp in Area 18. These sites are sewage lagoons and associated piping. The origin and terminus of CAS 18-99-09 are unknown; however, the type and configuration of the pipe indicates that it may be a part of the septic systems in Area 18. Corrective Action Site 20-19-02 is located in the Area 20 Camp. This site is comprised of a surface discharge of photoprocessing chemicals.

David A. Strand

2004-06-01T23:59:59.000Z

342

Third Annual Report: 2006 Pre-Construction Eelgrass Monitoring and Propagation for King County Outfall Mitigation  

SciTech Connect (OSTI)

King County proposes to build a new sewer outfall discharging to Puget Sound near Point Wells, Washington. Construction is scheduled for 2008. The Point Wells site was selected to minimize effects on the nearshore marine environment, but unavoidable impacts to eelgrass (Zostera marina) beds are anticipated during construction. To mitigate for these impacts and prepare for post-construction restoration, King County began implementation of a multi-year eelgrass monitoring and restoration program in 2004, with the primary goal of returning intertidal and shallow subtidal habitat and eelgrass to pre-construction conditions. Major program elements are a) pre-construction monitoring, i.e., documenting initial eelgrass conditions and degree of fluctuation over 5 years prior to construction, b) eelgrass transplanting, including harvesting, offsite propagating and stockpiling of local plantstock, and post-construction planting, and c) post-construction monitoring. The program is detailed in the Eelgrass Restoration and Biological Resources Implementation Workplan (King County 2006). This report describes calendar year 2006 pre-construction activities conducted by Pacific Northwest National Laboratory (PNNL) in support of King County. Activities included continued propagation of eelgrass shoots and monitoring of the experimental harvest plots in the marine outfall corridor area to evaluate recovery rates relative to harvest rates. Approximately 1500 additional shoots were harvested from the marine outfall corridor in August 2006 to supplement the plants in the propagation tank at the PNNL Marine Sciences Laboratory in Sequim, Washington, bringing the total number of shoots to 4732. Eelgrass densities were monitored in the five experimental harvest plots established in the marine outfall corridor. Changes in eelgrass density were evaluated in year-to-year comparisons with initial harvest rates. Net eelgrass density decreased from 2004 post-harvest to 2006 in all plots, despite density increases observed in 2005 in some plots and at some harvest rates. Eelgrass densities within individual subplots were highly variable from year to year, and the change in density in any interannual period did not correlate to the initial 2004 harvest rate. Continued monitoring should help project managers determine an optimum harvest rate that supports rapid recovery of donor eelgrass beds.

Woodruff, Dana L.; Southard, Susan S.; Cullinan, Valerie I.; Kohn, Nancy P.; Anderson, Michael G.; Vavrinec, John

2007-02-01T23:59:59.000Z

343

Remedial Investigation Report on the Abandoned Nitric Acid Pipeline at the Oak Ridge Y-12 Plant, Oak Ridge, Tennessee. Energy Systems Environmental Restoration Program; Y-12 Environmental Restoration Program  

SciTech Connect (OSTI)

Upper East Fork Poplar Creek Operable Unit 2 consists of the Abandoned Nitric Acid pipeline (ANAP). This pipeline was installed in 1951 to transport liquid wastes {approximately}4800 ft from Buildings 9212, 9215, and 9206 to the S-3 Ponds. Materials known to have been discharged through the pipeline include nitric acid, depleted and enriched uranium, various metal nitrates, salts, and lead skimmings. During the mid-1980s, sections of the pipeline were removed during various construction projects. A total of 19 locations were chosen to be investigated along the pipeline for the first phase of this Remedial Investigation. Sampling consisted of drilling down to obtain a soil sample at a depth immediately below the pipeline. Additional samples were obtained deeper in the subsurface depending upon the depth of the pipeline, the depth of the water table, and the point of auger refusal. The 19 samples collected below the pipeline were analyzed by the Oak Ridge Y-12 Plant`s laboratory for metals, nitrate/nitrite, and isotopic uranium. Samples collected from three boreholes were also analyzed for volatile organic compounds because these samples produced a response with organic vapor monitoring equipment. Uranium activities in the soil samples ranged from 0.53 to 13.0 pCi/g for {sup 238}U, from 0.075 to 0.75 pCi/g for {sup 235}U, and from 0.71 to 5.0 pCi/g for {sup 238}U. Maximum total values for lead, chromium, and nickel were 75.1 mg/kg, 56.3 mg/kg, and 53.0 mg/kg, respectively. The maximum nitrate/nitrite value detected was 32.0 mg-N/kg. One sample obtained adjacent to a sewer line contained various organic compounds, at least some of which were tentatively identified as fragrance chemicals commonly associated with soaps and cleaning solutions. The results of the baseline human health risk assessment for the ANAP contaminants of potential concern show no unacceptable risks to human health.

Not Available

1994-02-01T23:59:59.000Z

344

Life cycle assessment of base-load heat sources for district heating system options  

SciTech Connect (OSTI)

Purpose There has been an increased interest in utilizing renewable energy sources in district heating systems. District heating systems are centralized systems that provide heat for residential and commercial buildings in a community. While various renewable and conventional energy sources can be used in such systems, many stakeholders are interested in choosing the feasible option with the least environmental impacts. This paper evaluates and compares environmental burdens of alternative energy source options for the base load of a district heating center in Vancouver, British Columbia (BC) using the life cycle assessment method. The considered energy sources include natural gas, wood pellet, sewer heat, and ground heat. Methods The life cycle stages considered in the LCA model cover all stages from fuel production, fuel transmission/transportation, construction, operation, and finally demolition of the district heating system. The impact categories were analyzed based on the IMPACT 2002+ method. Results and discussion On a life-cycle basis, the global warming effect of renewable energy options were at least 200 kgeqCO2 less than that of the natural gas option per MWh of heat produced by the base load system. It was concluded that less than 25% of the upstream global warming impact associated with the wood pellet energy source option was due to transportation activities and about 50% of that was resulted from wood pellet production processes. In comparison with other energy options, the wood pellets option has higher impacts on respiratory of inorganics, terrestrial ecotoxicity, acidification, and nutrification categories. Among renewable options, the global warming impact of heat pump options in the studied case in Vancouver, BC, were lower than the wood pellet option due to BC's low carbon electricity generation profile. Ozone layer depletion and mineral extraction were the highest for the heat pump options due to extensive construction required for these options. Conclusions Natural gas utilization as the primary heat source for district heat production implies environmental complications beyond just the global warming impacts. Diffusing renewable energy sources for generating the base load district heat would reduce human toxicity, ecosystem quality degradation, global warming, and resource depletion compared to the case of natural gas. Reducing fossil fuel dependency in various stages of wood pellet production can remarkably reduce the upstream global warming impact of using wood pellets for district heat generation.

Ghafghazi, Saeed [University of British Columbia, Vancouver; Sowlati, T. [University of British Columbia, Vancouver; Sokhansanj, Shahabaddine [ORNL; Melin, Staffan [Delta Research Corporation

2011-03-01T23:59:59.000Z

345

Volcanic ash impacts on critical infrastructure  

Science Journals Connector (OSTI)

Volcanic eruptions can produce a wide range of hazards. Although phenomena such as pyroclastic flows and surges, sector collapses, lahars and ballistic blocks are the most destructive and dangerous, volcanic ash is by far the most widely distributed eruption product. Although ash falls rarely endanger human life directly, threats to public health and disruption to critical infrastructure services, aviation and primary production can lead to significant societal impacts. Even relatively small eruptions can cause widespread disruption, damage and economic loss. Volcanic eruptions are, in general, infrequent and somewhat exotic occurrences, and consequently in many parts of the world, the management of critical infrastructure during volcanic crises can be improved with greater knowledge of the likely impacts. This article presents an overview of volcanic ash impacts on critical infrastructure, other than aviation and fuel supply, illustrated by findings from impact assessment reconnaissance trips carried out to a wide range of locations worldwide by our international research group and local collaborators. ‘Critical infrastructure’ includes those assets, frequently taken for granted, which are essential for the functioning of a society and economy. Electricity networks are very vulnerable to disruption from volcanic ash falls. This is particularly the case when fine ash is erupted because it has a greater tendency to adhere to line and substation insulators, where it can cause flashover (unintended electrical discharge) which can in turn cause widespread and disruptive outages. Weather conditions are a major determinant of flashover risk. Dry ash is not conductive, and heavy rain will wash ash from insulators, but light rain/mist will mobilise readily-soluble salts on the surface of the ash grains and lower the ash layer’s resistivity. Wet ash is also heavier than dry ash, increasing the risk of line breakage or tower/pole collapse. Particular issues for water supply managers include: monitoring turbidity levels in raw water intakes, and if necessary increasing chlorination to compensate for higher turbidity; managing water demand; and communicating monitoring results with the public to allay fears of contamination. Ash can cause major damage to wastewater disposal systems. Ash deposited onto impervious surfaces such as roads and car parks is very easily washed into storm drains, where it can form intractable masses and lead to long-term flooding problems. It can also enter wastewater treatment plants (WWTPs), both through sewer lines and by direct fallout. Damage to modern \\{WWTPs\\} can run into millions of dollars. Ash falls reduce visibility creating hazards for ground transportation. Dry ash is also readily remobilised by vehicle traffic and wind, and dry and wet ash deposits will reduce traction on paved surfaces, including airport runways. Ash cleanup from road and airports is commonly necessary, but the large volumes make it logistically challenging. Vehicles are vulnerable to ash; it will clog filters and brake systems and abrade moving parts within engines. Lastly, modern telecommunications networks appear to be relatively resilient to volcanic ash fall. Signal attenuation and interference during ash falls has not been reported in eruptions over the past 20 years, with the exception of interference from ash plume-generated lightning. However, some telecommunications equipment is vulnerable to airborne ash, in particular heating, ventilation and air-conditioning (HVAC) systems which may become blocked from ash ingestion leading to overheating. This summary of volcanic ash impacts on critical infrastructure provides insight into the relative vulnerability of infrastructure under a range of different ashfall scenarios. Identifying and quantifying these impacts is an essential step in building resilience within these critical systems. We have attempted to consider interdependencies between sectors in a holistic way using systems thinking. As modern society becomes increasingly complex and interdependent this

Thomas M. Wilson; Carol Stewart; Victoria Sword-Daniels; Graham S. Leonard; David M. Johnston; Jim W. Cole; Johnny Wardman; Grant Wilson; Scott T. Barnard

2012-01-01T23:59:59.000Z

346

Annual Site Environmental Report: 2003  

SciTech Connect (OSTI)

This report provides information about environmental programs during 2003 at the Stanford Linear Accelerator Center (SLAC). Seasonal activities that span calendar years are also included. Production of an annual site environmental report (ASER) is a requirement established by the DOE for all management and operating (M&O) contractors throughout the DOE complex. This summary demonstrates the effective application of SLAC environmental management to meet the site's integrated safety management system (ISMS) goals. For normal daily activities, all SLAC managers and supervisors are responsible for ensuring proper procedures are followed so that worker safety and health are protected; the environment is protected; and compliance is ensured. Throughout 2003, SLAC focused on these activities through the SLAC management systems (described in Chapter 3). These systems were utilized by SLAC to implement such ''greening of the government'' initiatives like Executive Order 13148. The management systems at SLAC are effective, supporting compliance with all relevant statutory and regulatory requirements. There were no reportable releases to the environment from SLAC operations during 2003. In addition, many improvements were continued during 2003 in waste minimization, recycling, decreasing air emission rates, stormwater drain system, groundwater restoration, and planning for a system to better manage chemical use. Program-specific details discussed are: (1) Air Quality--SLAC operates its air quality management program in compliance with established permit conditions; 2003 was the sixth consecutive year the air quality management program operated without any NOVs issued by regulators. Nevertheless, SLAC has an active program to improve its environmental performance in air quality. (2) Hazardous Waste--The Environmental Health Division of the San Mateo County Health Services Agency is the California certified unified permitting agency (CUPA) responsible for overseeing hazardous materials and waste management at SLAC. The CUPA made facility enforcement inspections of SLAC in August and September of 2003. These inspections covered SLAC's hazardous materials and waste management, business plan, California Accidental Release Prevention Program (CalARP), and tiered permitting/permit-by-rule programs. No notices of violation were issued as a result of either inspection. (3) Stormwater and Industrial Wastewater--SLAC operates its industrial and sanitary wastewater management program in compliance with established permit conditions; 2003 was the seventh consecutive year the program operated without any NOVs issued by regulators. SLAC actively pursues projects to reduce flow to the wastewater system, and through a variety of measures, has managed to keep its facility-wide wastewater discharge constant during a period in which many new connections were made to the system. SLAC continues to make the transition to a new facility-wide sanitary sewer flow-monitoring scheme, and made substantial progress towards completing the project during 2003. SLAC discharges stormwater with the potential to come into contact with industrial activities. SLAC has an extensive monitoring program in place at the eight discharge locations where the greatest potential for contact exists. During the 2002-2003 wet season, SLAC met all the requirements of its monitoring plan, with the exception of consistent sample collection within the first hour of discharge. For the eleventh consecutive year, the surface water program operated in 2003 without receiving any NOVs from program regulators. After expenditures of more than $1 million, SLAC was nearly complete with its Unauthorized Stormwater Connection Project at year-end; only 32 connections (less than 10 percent of the original total) remained to be replumed. SLAC actively pursued several other BMP-related performance improvements during the year. (4) Hazardous Materials Program--Although SLAC has been successful in meeting regulatory requirements for managing hazardous materials, it has decided to pursue a more activ

Nuckolls, H.; /SLAC

2006-04-19T23:59:59.000Z

347

Annual Site Environmental Report: 2008 (ASER)  

SciTech Connect (OSTI)

This report provides information about environmental programs during the calendar year of 2008 at the SLAC National Accelerator Laboratory (SLAC), Menlo Park, California. Activities that span the calendar year, i.e., stormwater monitoring covering the winter season of 2008/2009 (October 2008 through May 2009), are also included. Production of an annual site environmental report (ASER) is a requirement established by the United States Department of Energy (DOE) for all management and operating (M&O) contractors throughout the DOE complex. SLAC is a federally-funded research and development center with Stanford University as the M&O contractor. Under Executive Order (EO) 13423, Strengthening Federal Environmental, Energy, and Transportation Management, and DOE Order 450.1A, Environmental Protection Program, SLAC effectively implements and integrates the key elements of an Environmental Management System (EMS) to achieve the site's integrated safety and environmental management system goals. For normal daily activities, SLAC managers and supervisors are responsible for ensuring that policies and procedures are understood and followed so that: (1) Worker safety and health are protected; (2) The environment is protected; and (3) Compliance is ensured. Throughout 2008, SLAC continued to improve its management systems. These systems provided a structured framework for SLAC to implement 'greening of the government' initiatives such as EO 13423 and DOE Orders 450.1A and 430.2B. Overall, management systems at SLAC are effective, supporting compliance with all relevant statutory and regulatory requirements. SLAC continues to demonstrate significant progress in implementing and integrating EMS into day-to-day operations and construction activities at SLAC. The annual management review and ranking of environmental aspects were completed this year by SLAC's EMS Steering Committee, the Environmental Safety Committee (ESC), and twelve objectives and targets were established for 2008. For each objective and target, a work plan, or Environmental Management Program (EMP) was completed and progress reports were routinely provided to SLAC senior management and the DOE SLAC Site Office (SSO). During 2008, there were no reportable releases to the environment from SLAC operations. In addition, many improvements in waste minimization, recycling, stormwater management, groundwater restoration, and SLAC's chemical management system (CMS) were continued during the year. The following are amongst SLAC's environmental accomplishments for 2008: a composting program at SLAC's onsite cafeteria was initiated, greater than 800 cubic feet of legacy radioactive waste were packaged and shipped from SLAC, a chemical redistribution program was developed, SLAC reduced the number of General Services Administration leased vehicles from 221 to 164, recycling of municipal waste was increased by approximately 140 tons during 2008, and site-wide releases of sulfur hexafluoride were reduced by 50 percent. In 2008, no radiological incidents occurred that increased radiation levels or released radioactivity to the environment. In addition to managing its radioactive wastes safely and responsibly, SLAC worked to reduce the amount of waste generated. SLAC has implemented programs and systems to ensure compliance with all radiological requirements related to the environment. Specifically, the Radiation Protection Radiological Waste Management Group developed a training course to certify Radioactive Waste Generators, conducted a training pilot, and developed a list of potential radioactive waste generators to train. Twenty eight generators were trained in 2008. As a best management practice, SLAC also reduced its tritium inventory by at least 95 percent by draining one of its accelerator cooling water systems; with the cooperation of the South Bayside System Authority, the West Bay Sanitary District and the DOE, SLAC discharged the cooling water to the sanitary sewer according to federal regulations and replenished the system with clean water. In 2008, the SLAC Envi

Sabba, D.

2009-11-09T23:59:59.000Z

348

Fourth Annual Report: 2007 Pre-Construction Eelgrass Monitoring and Propagation for King County Outfall Mitigation  

SciTech Connect (OSTI)

King County proposes to build a new sewer outfall discharging to Puget Sound near Point Wells, Washington. Construction is scheduled for 2008. The Point Wells site was selected to minimize effects on the nearshore marine environment, but unavoidable impacts to eelgrass (Zostera marina) beds are anticipated during construction. To mitigate these impacts and prepare for post-construction restoration, King County began implementing a multiyear eelgrass monitoring and restoration program in 2004, with the primary goal of returning intertidal and shallow subtidal habitat and eelgrass to pre-construction conditions. Major program elements related to eelgrass are (a) pre-construction monitoring, i.e., documenting initial eelgrass conditions and degree of fluctuation over 5 years prior to construction, (b) eelgrass transplanting, including harvesting, offsite propagating, and stockpiling of local plants for post-construction planting, and (c) post-construction planting and subsequent monitoring. The program is detailed in the Eelgrass Restoration and Biological Resources Implementation Workplan (King County 2006). This report describes calendar year 2007 pre-construction activities conducted by Pacific Northwest National Laboratory (PNNL) for King County. Activities included continued propagation of eelgrass shoots at the PNNL Marine Sciences Laboratory (MSL) in Sequim, Washington, and monitoring of the experimental harvest plots in the marine outfall corridor area to evaluate recovery rates relative to harvest rates. In addition, 490 eelgrass shoots were also harvested from the Marine Outfall Corridor in July 2007 to supplement the plants in the propagation tank at the MSL, bringing the total number of shoots to 1464. Eelgrass densities were monitored in four of five experimental harvest plots established in the Marine Outfall Corridor. Changes in eelgrass density were evaluated in year-to-year comparisons with initial harvest rates. A net increase in eelgrass density from 2004 post-harvest to 2007 was observed in all plots, despite density decreases observed in 2006 in all plots and at most harvest rates. Eelgrass densities within individual subplots were highly variable from year to year, and the change in density in any interannual period was not related to initial 2004 harvest rate. Harvest rates of neighboring subplots did not appear to affect subplot eelgrass density (Woodruff et al. 2007). Three years post-harvest, eelgrass shoot densities were not significantly different from pre-harvest shoot densities at any harvest level. Additional plans are being discussed with King County to harvest all eelgrass from the construction corridor and hold in the propagation tanks at the MSL for post-construction planting. Under this plan, plants that would have been lost to construction will be held offsite until construction is completed. This strategy reduces and possibly eliminates the need to harvest eelgrass from donor beds located south of the construction area, allowing them to remain undisturbed. However, if eelgrass is harvested from donor beds, the monitoring of eelgrass growth at different harvest rates should help determine an optimum harvest rate that supports rapid recovery of donor eelgrass beds.

Woodruff, Dana L.; Kohn, Nancy P.; Cullinan, Valerie I.; Southard, Susan S.; Vavrinec, John

2007-10-04T23:59:59.000Z

349

Corrective Action Decision Document/Closure Report for Corrective Action Unit 219: Septic Systems and Injection Wells, Nevada Test Site, Nevada, Rev. No.: 0  

SciTech Connect (OSTI)

This Corrective Action Decision Document/Closure Report has been prepared for Corrective Action Unit (CAU) 219, Septic Systems and Injection Wells, in Areas 3, 16, and 23 of the Nevada Test Site, Nevada, in accordance with the ''Federal Facility Agreement and Consent Order'' (1996). Corrective Action Unit 219 is comprised of the following corrective action sites (CASs): (1) 03-11-01, Steam Pipes and Asbestos Tiles; (2) 16-04-01, Septic Tanks (3); (3) 16-04-02, Distribution Box; (4) 16-04-03, Sewer Pipes; (5) 23-20-01, DNA Motor Pool Sewage and Waste System; and (6) 23-20-02, Injection Well. The purpose of this Corrective Action Decision Document/Closure Report is to provide justification and documentation supporting the recommendation for closure of CAU 219 with no further corrective action beyond the application of a use restriction at CASs 16-04-01, 16-04-02, and 16-04-03. To achieve this, corrective action investigation (CAI) activities were performed from June 20 through October 12, 2005, as set forth in the CAU 219 Corrective Action Investigation Plan and Record of Technical Change No. 1. A best management practice was implemented at CASs 16-04-01, 16-04-02, and 16-04-03, and corrective action was performed at CAS 23-20-01 between January and April 2006. In addition, a use restriction will be applied to CASs 16-04-01, 16-04-02, and 16-04-03 to provide additional protection to Nevada Test Site personnel. The purpose of the CAI was to fulfill the following data needs as defined during the data quality objective (DQO) process: (1) Determine whether contaminants of concern (COCs) are present. (2) If COCs are present, determine their nature and extent. (3) Provide sufficient information and data to complete appropriate corrective actions. The CAU 219 dataset from the investigation results was evaluated based on the data quality indicator parameters. This evaluation demonstrated the quality and acceptability of the dataset for use in fulfilling the DQO data needs. Analytes detected during the CAI were evaluated against final action levels (FALs) established in this document. A Tier 2 evaluation was conducted, and a FAL of 185,000 micrograms per kilogram was calculated for chlordane at CASs 16-04-01, 16-04-02, and 16-04-03 based on an occasional use area exposure scenario. This evaluation of chlordane based on the Tier 2 FAL determined that no FALs were exceeded. Therefore, the DQO data needs were met, and it was determined that no corrective action (based on risk to human receptors) is necessary for the site. The following contaminants were determined to be present at concentrations exceeding their corresponding FALs: (1) The surface soil surrounding the main concrete pad at CAS 23-20-01 contained Aroclor-1254, Aroclor-1260, and chlordane above the FALs. This soil, along with the COCs, was subsequently removed at CAS 23-20-01. (2) The sludge in the concrete box of the catch basin at the large concrete pad at CAS 23-20-01 contained lead and benzo(a)pyrene above the FALs. This contamination was limited to the sludge in the concrete box of the catch basin and did not migrate to the subsurface features beneath it. The contaminated and the concrete box of the catch basin were subsequently recovered at CAS 23-20-01.

David Strand

2006-05-01T23:59:59.000Z

350

Evaluation of Trenchless Installation Technology for Radioactive Wastewater Piping Applications  

SciTech Connect (OSTI)

The U.S. Department of Energy (DOE) Office of Environmental Management (EM) cleanup mission at Oak Ridge National Laboratory (ORNL) includes dispositioning facilities, contaminated legacy materials/waste, and contamination sources and remediation of soil under facilities, groundwater, and surface water to support final Records of Decision (RODs). The Integrated Facilities Disposition Project (IFDP) is a roughly $15B project for completion of the EM mission at Oak Ridge, with a project duration of up to 35 years. The IFDP Mission Need Statement - Critical Decision-0 (CD-0) - was approved by DOE in July 2007, and the IFDP Alternative Selection and Cost Range - Critical Decision-1 (CD-1) - was approved in November 2008. The IFDP scope includes reconfiguration of waste collection and treatment systems as needed to complete the IFDP remediation and decontamination and decommissioning (D&D) missions in a safe and cost-effective manner while maintaining compliance with all governing regulations and bodies and preserving the support of continuing operations at ORNL. A step in the CD-1 approval process included an external technical review (ETR) of technical approaches proposed in the CD-1 document related to the facility reconfiguration for the ORNL radioactive waste and liquid low-level waste management systems. The ETR team recommended that the IFDP team consider the use of trenchless technologies for installing pipelines underground in and around contaminated sites as part of the alternatives evaluations required in support of the CD-2 process. The team specifically recommended evaluating trenchless technologies for installing new pipes in existing underground pipelines as an alternative to conventional open trench installation methods. Potential benefits could include reduction in project costs, less costly underground piping, fewer disruptions of ongoing and surface activities, and lower risk for workers. While trenchless technologies have been used extensively in the sanitary sewer and natural gas pipeline industries, they have been used far less in contaminated environments. Although trenchless technologies have been used at ORNL in limited applications to install new potable water and gas lines, the technologies have not been used in radioactive applications. This study evaluates the technical risks, benefits, and economics for installing gravity drained and pressurized piping using trenchless technologies compared to conventional installation methods for radioactive applications under ORNL geological conditions. A range of trenchless installation technologies was reviewed for this report for general applicability for replacing existing contaminated piping and/or installing new pipelines in potentially contaminated areas. Installation methods that were determined to have potential for use in typical ORNL contaminated environments were then evaluated in more detail for three specific ORNL applications. Each feasible alternative was evaluated against the baseline conventional open trench installation method using weighted criteria in the areas of environment, safety, and health (ES&H); project cost and schedule; and technical operability. The formulation of alternatives for evaluation, the development of selection criteria, and the scoring of alternatives were performed by ORNL staff with input from vendors and consultants. A description of the evaluation methodology and the evaluation results are documented in the following sections of this report.

Robinson, Sharon M [ORNL; Jubin, Robert Thomas [ORNL; Patton, Bradley D [ORNL; Sullivan, Nicholas M [ORNL; Bugbee, Kathy P [ORNL

2009-09-01T23:59:59.000Z

351

Corrective Action Decision Document for Corrective Action Unit 151: Septic Systems and Discharge Area, Nevada Test Site, Nevada, Rev. No.: 0  

SciTech Connect (OSTI)

This Corrective Action Decision Document has been prepared for Corrective Action Unit (CAU) 151, Septic Systems and Discharge Area, at the Nevada Test Site, Nevada, according to the ''Federal Facility Agreement and Consent Order'' (FFACO) (1996). Corrective Action Unit 151 is comprised of eight corrective action sites (CASs): (1) CAS 02-05-01, UE-2ce Pond; (2) CAS 12-03-01, Sewage Lagoons (6); (3) CAS 12-04-01, Septic Tanks; (4) CAS 12-04-02, Septic Tanks; (5) CAS 12-04-03, Septic Tank; (6) CAS 12-47-01, Wastewater Pond; (7) CAS 18-03-01, Sewage Lagoon; and (8) CAS 18-99-09, Sewer Line (Exposed). The purpose of this Corrective Action Decision Document is to identify and provide the rationale for the recommendation of corrective action alternatives (CAAs) for each of the eight CASs within CAU 151. Corrective action investigation (CAI) activities were performed from September 12 through November 18, 2005, as set forth in the CAU 151 Corrective Action Investigation Plan and Record of Technical Change No. 1. Additional confirmation sampling was performed on December 9, 2005; January 10, 2006; and February 13, 2006. Analytes detected during the CAI were evaluated against appropriate final action levels (FALs) to identify the contaminants of concern for each CAS. The results of the CAI identified contaminants of concern at two of the eight CASs in CAU 151 and required the evaluation of CAAs. Assessment of the data generated from investigation activities conducted at CAU 151 revealed the following: (1) Soils at CASs 02-05-01, 12-04-01, 12-04-02, 12-04-03, 12-47-01, 18-03-01, 18-99-09, and Lagoons B through G of CAS 12-03-01 do not contain contamination at concentrations exceeding the FALs. (2) Lagoon A of CAS 12-03-01 has arsenic above FALs in shallow subsurface soils. (3) One of the two tanks of CAS 12-04-01, System No.1, has polychlorinated biphenyls (aroclor-1254), trichloroethane, and cesium-137 above FALs in the sludge. Both CAS 12-04-01, System No.1 tanks contain trichloroethane and 1,4-dichlorobenzene above ''Resource Conservation and Recovery Act'' toxicity characteristic limits. Based on the evaluation of analytical data from the CAI, review of future and current operations at the eight CASs, and the detailed and comparative analysis of the potential CAAs, the following corrective actions are recommended for CAU 151. No Further Action is the recommended corrective action for soils at CASs 02-05-01, 12-04-01, 12-04-02, 12-04-03, 18-03-01, and 18-99-09; and Lagoons C, D, F, and G of CAS 12-03-01. No Further Action with implementation of a best management practice (BMP) is recommended for soils at CAS 12-47-01 and Lagoons B and E of CAS 12-03-01. To be protective of future workers should the present scenario used to calculate FALs change, an administrative use restriction will be recorded per the FFACO agreement as a BMP. Close in Place with Administrative Controls is the recommended corrective action for Lagoon A of CAS 12-03-01. Based on the evaluation of analytical data from the CAI; review of future and current operations at CASs 12-04-01, 12-04-02, and 12-04-03; and the detailed and comparative analysis of the potential CAAs, the following corrective actions are recommended for the septic tanks at these CASs. No Further Action with implementation of BMPs is the recommended corrective action for septic tanks that do not contain potential source material from CAS 12-04-01, System No.4 (four tanks); CAS 12-04-02, System No.5 (six tanks); and CAS 12-04-03, System No.3 (four tanks). Clean Closure with implementation of BMPs is the recommended corrective action for the septic tanks from CAS 12-04-01, System No.1 (two tanks). The preferred CAAs were evaluated on technical merit focusing on performance, reliability, feasibility, safety, and cost. The alternatives were judged to meet all requirements for the technical components evaluated. The alternatives meet all applicable federal and state regulations for closure of the site and will reduce potential exposure pathways to the contaminated media to an acceptable level at CA

Grant Evenson

2006-05-01T23:59:59.000Z