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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

Sanitary Sewer System Management Plan  

E-Print Network (OSTI)

Indicators PMT Plant Maintenance Technician POSM Pipeline Observation System Management POTW Publicly OwnedSanitary Sewer System Management Plan Prepared by: Environment, Health and Safety Division to enforce any violation iii-10 Section iv: Operation and Maintenance Program iv iv-a: System mapping iv-2 iv

4

Automating Layouts of Sewers in Subdivisions  

Science Conference Proceedings (OSTI)

An important part of the creation of a housing subdivision is the design and layout of sewers underneath the road. This is a challenging cost optimization problem in a continuous threedimensional space. In this paper, heuristic-search-based techniques ...

Neil Burch; Robert Holte; Martin Müller; David O'Connell; Jonathan Schaeffer

2010-08-01T23:59:59.000Z

5

Fermilab | Tritium at Fermilab | Tritium in Sanitary Sewers  

NLE Websites -- All DOE Office Websites (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

Santa Clara Water & Sewer- Solar Water Heating Program  

Energy.gov (U.S. Department of Energy (DOE))

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 & Sewer Utilities Department supplies,...

7

EA-0907: Idaho National Engineering Laboratory Sewer System Upgrade...  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Field Sites Power Marketing Administration Other Agencies You are here Home EA-0907: Idaho National Engineering Laboratory Sewer System Upgrade Project, Idaho Falls, Idaho...

8

EA-0907: Idaho National Engineering Laboratory Sewer System Upgrade  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

9

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

Science Conference Proceedings (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

10

ProjectBrochure Manhattanville in West Harlem Installation of New Sewer and  

E-Print Network (OSTI)

Sewer Project Project Brochure Borough: Manhattan Project Description: New Storm and Combined StormProjectBrochure Manhattanville in West Harlem Installation of New Sewer and Upgrade of Combined/Sanitary Sewers Project Start: September 15, 2009 Tentative Project Completion: Spring 2011 Project Cost

Qian, Ning

11

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

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

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 or snow melt increase the amount of runoff, the combined flow of sanitary sewage and storm water can exceed the capacity of the sewer system, which can cause serious problems like the storm water and sewage mix are discharged untreated into the river or the sewage backs up into streets and basement. Storm water treated in the sewage treatment plant also causes unnecessary energy use. Sewer systems can also have unintended ground water entering the network, which occurs because of hydraulic pressure on the buried sewer lines infiltration. Therefore, separating the storm water/infiltration and sanitary sewage reduces the possibility of sewage discharge during heavy rain periods, and saves energy.

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

2006-10-30T23:59:59.000Z

13

Neural-optimal control algorithm for real-time regulation of in-line storage in combined sewer systems  

Science Conference Proceedings (OSTI)

Attempts at implementing real-time control systems as a cost-effective means of minimizing the pollution impacts of untreated combined sewer overflows have largely been unsustained due to the complexity of the real-time control problem. Optimal real-time ... Keywords: Artificial intelligence, Combined sewers, Hydraulic sewer models, Neural networks, Optimal control, Real-time control, Urban stormwater management

Suseno Darsono; John W. Labadie

2007-09-01T23:59:59.000Z

14

Microsoft Word - Longview_SewerMainProject_CX_2012.docx  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

15

SewerSnort: A drifting sensor for in situ Wastewater Collection System gas monitoring  

Science Conference Proceedings (OSTI)

Biochemical reactions that occur in sewer pipes produce a considerable amount of hydrogen sulfide gas (H"2S corrosive and poisonous), methane gas (CH"4 explosive and a major climate change contributor), carbon dioxide (CO"2 a major climate change contributor), ... Keywords: Biochemical process, Electrochemical gas sensor, Mobile sensing, Received signal strength indicator based localization, Wastewater Collection System

Jung Soo Lim, Jihyoung Kim, Jonathan Friedman, Uichin Lee, Luiz Vieira, Diego Rosso, Mario Gerla, Mani B. Srivastava

2013-06-01T23:59:59.000Z

16

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

17

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

Science Conference Proceedings (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

18

Treatment of Y-12 storm sewer sediments and DARA soils by thermal desorption  

SciTech Connect

The 1992 Oak Ridge Reservation Federal Facilities Compliance Agreement (FFCA) listed a number of mixed wastes, subject to land disposal restrictions (LDR), for which no treatment method had been identified, and required DOE to develop strategies for treatment and ultimate disposal of those wastes. This paper presents the results of a program to demonstrate that thermal desorption can remove both organics and mercury from two mixed wastes from the DOE Y-12 facility in Oak Ridge, Tennessee. The first waste, the Y-12 Storm Sewer Sediments (SSSs) was a sediment generated from upgrades to the plant storm sewer system. This material contained over 4 percent mercury, 2 percent uranium and 350 mg/kg polychlorinated biphenyls (PCBs). Leachable mercury exceeded toxicity characteristic leaching procedure (TCLP) and LDR criteria. The second waste, the Disposal Area Remedial Action (DARA) Soils, are contaminated with uranium, mercury and PCBs. This treatability study included bench-scale testing of a thermal desorption process. Results of the testing showed that, for the SSSs, total mercury could be reduced to 120 mg/kg by treatment at 600{degrees}C, which is at the high end of the temperature range for typical thermal desorption systems. Leachable TCLP mercury was less than 50 {mu}g/L and PCBs were below 2 mg/kg. Treatment of the DARA Soils at 450{degrees}C for 10 minutes resulted in residual PCBs of 0.6 to 3.0 mg/kg. This is too high (goal < 2mg/kg) and higher treatment temperatures are needed. The testing also provided information on the characteristics and quantities of residuals from the thermal desorption process.

Morris, M.I. [Oak Ridge National Lab., TN (United States); Shealy, S.E. [IT Corporation, Knoxville, TN (United States)

1995-12-31T23:59:59.000Z

19

SURVEY OF LOS ALAMOS AND PUEBLO CANYON FOR RADIOACTIVE CONTAMINATION AND RADIOASSAY TESTS RUN ON SEWER-WATER SAMPLES AND WATER AND SOIL SAMPLES TAKEN FROM LOS ALAMOS AND PUEBLO CANYONS  

SciTech Connect

Chemical sewers and sanitary lines draining the Tech Area, D. P. Site, CMR-12 Laundry, and surrounding residential areas flow into Pueblo and Los Alamos Canyon streams. In order to determine the extent and sources of radioactive contamination in these localities, fluid samples from each of the sewers, soil samples from each of the sewers, soil samples from the ground surrounding the sewer exits, and water and soil samples from selected spots in or near each of the two canyon streams were collected and analyzed for polonium and . plutonium. (W.D.M.)

Kingsley, W.H.; Fox, A.; Tribby, J.F.

1947-02-20T23:59:59.000Z

20

Virgin Islands Wtr&Pwr Auth | Open Energy Information  

Open Energy Info (EERE)

Utility Location Yes Ownership S NERC Location VI Operates Generating Plant Yes Activity Generation Yes Activity Distribution Yes References EIA Form EIA-861 Final Data File for...

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

LETTER REPORT. INDEPENDENT CONFIRMATORY SURVEY RESULTS OF SOILS ASSOCIATED WITH THE ARGYLE STREET SEWER LINE AT THE UNITED NUCLEAR CORPORATION NAVAL PRODUCTS SITE, NEW HAVEN, CONNECTICUT  

SciTech Connect

Oak Ridge Institute for Science and Education (ORISE) personnel visited the United Nuclear Corporation (UNC) Naval Products site on three separate occasions during the months of October and November 2011. The purpose of these visits was to conduct confirmatory surveys of soils associated with the Argyle Street sewer line that was being removed. Soil samples were collected from six different, judgmentally determined locations in the Argyle Street sewer trench. In addition to the six soil samples collected by ORISE, four replicate soil samples were collected by Cabrera Services, Inc. (CSI) for analysis by the ORISE laboratory. Replicate samples S0010 and S0011 were final status survey (FSS) bias samples; S0012 was an FSS systematic sample; and S0015 was a waste characterization sample. Six soil samples were also collected for background determination. Uranium-235 and uranium-238 concentrations were determined via gamma spectroscopy; the spectra were also reviewed for other identifiable photopeaks. Radionuclide concentrations for these soil samples are provided. In addition to the replicate samples and the samples collected by ORISE, CSI submitted three soil samples for inter-laboratory comparison analyses. One sample was from the background reference area, one was from waste characterization efforts (material inside the sewer line), and one was a FSS sample. The inter-laboratory comparison analyses results between ORISE and CSI were in agreement, except for one sample collected in the reference area. Smear results For Argyle Street sewer pipes are tabulated.

Adams, Wade C.

2012-01-24T23:59:59.000Z

22

Evaluation of Confining Layer Integrity Beneath the South District Wastewater Treatment Plant, Miami-Dade Water and Sewer Department, Dade County, Florida  

DOE Green Energy (OSTI)

A review has been performed of existing information that describes geology, hydrogeology, and geochemistry at the South District Wastewater Treatment Plant, which is operated by the Miami-Dade Water and Sewer Department, in Dade County, Florida. Treated sanitary wastewater is injected into a saline aquifer beneath the plant. Detection of contaminants commonly associated with treated sanitary wastewater in the freshwater aquifer that overlies the saline aquifer has indicated a need for a reevaluation of the ability of the confining layer above the saline aquifer to prevent fluid migration into the overlying freshwater aquifer. Review of the available data shows that the geologic data set is not sufficient to demonstrate that a competent confining layer is present between the saline and freshwater aquifers. The hydrogeologic data also do not indicate that a competent confining layer is present. The geochemical data show that the freshwater aquifer is contaminated with treated wastewater, and the spatial patterns of contamination are consistent with upward migration through localized conduits through the Middle Confining Unit, such as leaking wells or natural features. Recommendations for collection and interpretation of additional site characterization data are provided.

Starr, R.C.; Green, T.S.; Hull, L.C.

2001-02-28T23:59:59.000Z

23

Evaluation of Confining Layer Integrity Beneath the South District Wastewater Treatment Plant, Miami-Dade Water and Sewer Department, Dade County, Florida  

Science Conference Proceedings (OSTI)

A review has been performed of existing information that describes geology, hydrogeology, and geochemistry at the South District Wastewater Treatment Plant, which is operated by the Miami-Dade Water and Sewer Department, in Dade County, Florida. Treated sanitary wastewater is injected into a saline aquifer beneath the plant. Detection of contaminants commonly associated with treated sanitary wastewater in the freshwater aquifer that overlies the saline aquifer has indicated a need for a reevaluation of the ability of the confining layer above the saline aquifer to prevent fluid migration into the overlying freshwater aquifer. Review of the available data shows that the geologic data set is not sufficient to demonstrate that a competent confining layer is present between the saline and freshwater aquifers. The hydrogeologic data also do not indicate that a competent confining layer is present. The geochemical data show that the freshwater aquifer is contaminated with treated wastewater, and the spatial patterns of contamination are consistent with upward migration through localized conduits through the Middle Confining Unit, such as leaking wells or natural features. Recommendations for collection and interpretation of additional site characterization data are provided.

Starr, Robert Charles; Green, Timothy Scott; Hull, Laurence Charles

2001-02-01T23:59:59.000Z

24

Microsoft PowerPoint - Grndwater&WastWtrRemediation_TechBriefp1.ppt  

NLE Websites -- All DOE Office Websites (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

25

Microsoft PowerPoint - Grndwater&WastWtrRemediation_TechBriefp1...  

NLE Websites -- All DOE Office Websites (Extended Search)

oil, palm kernel oil, peanut oil, safflower oil, soybean oil, sunflower oil, beef oil, cod-liver oil, tallow, candelilla oil, carnawba wax, beeswax, and palm tree wax. This...

26

Risk Based Decision Making Tools for Sewer Infrastructure Management.  

E-Print Network (OSTI)

??Wastewater utilities in the United States face an aging workforce, higher consumer expectations, stricter environmental regulations, security concerns, and an aging infrastructure. As a result,… (more)

Abdel Moteleb, Moustafa

2010-01-01T23:59:59.000Z

27

Evaluation of sewer leakage into the stormwater drainage system in Singapore  

E-Print Network (OSTI)

Singapore's Public Utilities Board (PUB) aspires to bring Singaporeans closer to their water bodies through recreational activities so that they may cherish them and be more conscious of water scarcity. However, there have ...

Diagne, Ndeye Awa

2013-01-01T23:59:59.000Z

28

Retrofitting Existing Buildings for Demand Response & Energy Efficiency  

E-Print Network (OSTI)

heating or cooling load, and enables existing Building Management Systems to control fan speed) · Lighting ­ 20% (solution: Adura ALPS partnership) · Plug loads, data centers ­ remainder (solution: WTR partnership) · Plug loads, data centers ­ remainder (solution: WTR, WBM) Source: US Energy Information

California at Los Angeles, University of

29

Liquid waste certification plan 340 waste handling facility  

Science Conference Proceedings (OSTI)

This document addresses the discharges from the 340 Facility to the 300 Area Process Sewer and Retention Process Sewer.

HALGREN, D.L.

1999-04-21T23:59:59.000Z

30

New Jersey Water Resources Research Institute Annual Technical Report  

E-Print Network (OSTI)

of the spent TR and Al-WTR using Toxicity Characteristics Leaching Procedure (TCLP) tests. Objective V and TR will be evaluated; TCLP tests will be conducted to estimate the leaching of metals adsorbed onto

Hanson, Stephen José

31

C:\\Documents and Settings\\Fran.ois Martzloff\\My Documents ...  

Science Conference Proceedings (OSTI)

... street sewer, still with cast-iron pipes and thus ... breakdown of the insulation of the heating element was ... a bond between the sewer vent pipe and all ...

2013-05-17T23:59:59.000Z

32

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

SciTech Connect

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

33

Conservation Cost-Effectiveness Determination Methodology  

E-Print Network (OSTI)

with significant non-electricity benefits include clotheswashers and dishwashers with water, sewer, and detergent

34

Accelerator transmutation of waste blanket considerations  

SciTech Connect

Accelerator transmutation of waste (ATW) is one approach for reducing the amount of actinides and long-lived fission products that eventually will be sent to a repository. The ATW accelerator generates high-energy protons, which strike a target and produce spallation neutrons. The spallation neutrons transmute waste in a region that surrounds the spallation target. It is desirable for the waste transmutation region (WTR) to have significant neutron multiplication (a factor of 10 or higher) to keep the required accelerator size reasonable. The WTR is subcritical and is thus not required to generate a self-sustaining fission reaction in the waste. The elimination of this requirement allows the ATW system to be optimized for reducing the hazard from nuclear waste without the concerns associated with safely maintaining criticality. Subcritical operation allows waste compositions with positive prompt reactivity feedback coefficients to be considered, allows waste forms optimized for processing to be considered, and allows additional design flexibility. The WTR will be designed so that criticality cannot be achieved during any credible accident scenario. The primary advantage of the ATW approach is thus the design and operational flexibility gained from subcritical operation. The primary disadvantage of the ATW approach is the expense and complexity of integrating a large proton accelerator with a spallation target and the WTR.

Houts, M.G.; Bjornberg, M.; Poston, D.I.

1997-12-01T23:59:59.000Z

35

Characterization of arsenic-resistant bacteria from the rhizosphere of arsenic hyperaccumulator  

E-Print Network (OSTI)

. Despite many benefits, high urbanization has led to various environmental issues such as polluted urban or led to the design of new BMPs that can properly treat urban stormwater constituents. Therefore of the spent TR and Al-WTR using Toxicity Characteristics Leaching Procedure (TCLP) tests. Objective V

Ma, Lena

36

A Spatial-Temporal Representation of Land  

E-Print Network (OSTI)

control structures, well casings, gas and water pipes, transmission lines, electric and gas substations, and sewer lines), flow reversal in drains, sewers, canals, irrigation systems, and aquifers and ground

Hall, Sharon J.

37

Assessing the Feasibility of Creek Daylighting in San Francisco, Part II: A Preliminary Analysis of Yosemite Creek  

E-Print Network (OSTI)

from the sewer system via daylighting and other low impactdaylighting. Specifically, the city’s existing combined systemDaylighting a small upstream segment in McLaren Park but returning flow to the combined sewer system

Smith, Brooke Ray

2007-01-01T23:59:59.000Z

38

Site Environmental Report for 2007 Volume II  

E-Print Network (OSTI)

Strawberry Sewer Gross beta FIELD BLANK Hearst Sewer S.I.Creek (UC) Gross beta Chicken Creek FIELD BLANK N. ForkCollection Date ENV-75 FIELD BLANK Gross beta ENV-44 ENV-75

Lackner, Regina E

2008-01-01T23:59:59.000Z

39

Site Environmental Report for 2008, Volume II  

E-Print Network (OSTI)

Strawberry Sewer Gross beta Field Blank Hearst Sewer S.I.Date Field Blank Gross beta ENV-44 Field Blank Tritium ENV-Creek (UC) Gross beta Chicken Creek Field Blank N. Fork

Lackner, Regina

2009-01-01T23:59:59.000Z

40

EA-0907-FEA-1994  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

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

The original signatures are maintained on file  

Science Conference Proceedings (OSTI)

... JEA's water and wastewater operation consists of ... non- regional sewer treatment plants comprise ... by the Federal Energy Regulatory Commission ...

2013-04-09T23:59:59.000Z

42

Mobile sensor network to monitor wastewater collection pipelines  

E-Print Network (OSTI)

Advanced pipeline monitoringDesign of mobile pipeline floating sensor “SewerSnortIllustration of mobile pipeline floating sensor monitoring

Lim, Jungsoo

2012-01-01T23:59:59.000Z

43

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

NLE Websites -- All DOE Office Websites (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]

44

NETL F 451.1-1/1 Categorical Exclusion (CX) Designation Form  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

York, PA PA Green Energy Works Targeted Grant - Biogas- York City Sewer Authority Replacement of existing internal combustion co-generation system with a more efficient...

45

NETL F 451.1/1-1, Categorical Exclusion Designation Form  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Clean Cities Transportation Petroleum Reduction Technologies Program Purchase of one OEM CNG-capable sewer cleaning vehicle. kay.kelly@go.doe.gov Digitally signed by...

46

BRIEFING OUTLINE  

Science Conference Proceedings (OSTI)

... several points within the sewer system, at the wastewater treatment facility, or ... the NIST Boulder Laboratories by the Department of Energy Office of ...

2010-05-03T23:59:59.000Z

47

Remarks of Dr. Richard F. Kayser Special Assistant for ...  

Science Conference Proceedings (OSTI)

... several points within the sewer system, at the wastewater treatment facility, or ... by the Department of Energy Office of Independent Oversight and an ...

2010-05-03T23:59:59.000Z

48

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

49

Toward sustainable stormwater management : overcoming barriers to green infrastructure  

E-Print Network (OSTI)

With their high concentrations of impervious surface, urban areas generate stormwater runoff that overwhelms existing infrastructure causing flooding, sewer overflows, water pollution, and habitat degradation. Under pressure ...

Hammitt, Sarah A. (Sarah Ann)

2010-01-01T23:59:59.000Z

50

UCSD Biomass to Power Economic Feasibility Study  

E-Print Network (OSTI)

conversion methods (landfill gas?to?methane production, from the Minnesota Methane landfill gas facilities.   In conversion of sewer gas, landfill gas, or other renewable 

Cattolica, Robert

2009-01-01T23:59:59.000Z

51

Industrial Discharge Permits (District of Columbia)  

Energy.gov (U.S. Department of Energy (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...

52

Carbon Dioxide and Hydrogen Sulfide Emission Factors Applicable to Wastewater Wet Wells.  

E-Print Network (OSTI)

??Transport of wastewater in sewer networks causes potential problems associated with gases which include ammonia, carbon dioxide, carbon monoxide, hydrogen sulfide and methane, in regard… (more)

Mudragaddam, Madhuri

2010-01-01T23:59:59.000Z

53

Drag reduction and solvation in polymer solutions Witold Brostow*1  

E-Print Network (OSTI)

with low MDF for: oil well operations; crude oil trans- port; fire fighting; high sewer throughput in a variety of applications1, 2) : oil well operations,crude oil transport, fire fighting,increasing sewer, none of them generally accepted. One of us developed a model of the DR mechanism already in 19835

North Texas, University of

54

Stormwater Best Management Practices (BMPs) for Selected Industrial Sectors in the Lower Fraser Basin  

E-Print Network (OSTI)

and maintenance of the stormwater drainage and treatment system should uncover conditions which could cause. · Implement a comprehensive preventive maintenance program for plant equipment and stormwater management sewer system and local sewer authority. #12;Stormwater Best Management Practices (BMPs) for Selected

55

Development Water, Gas, and Electric Energy Use Projection  

E-Print Network (OSTI)

2. In addition to the sewage flow demand created by the building development, parking drainage and pool backwash may also create additional sanitary sewer flow. These additional flows are assumed to be negligible compared to the rest of the project. B. Sanitary Sewage Discharge 1. The daily sanitary sewer flow will be near the daily building cold water usage as detailed above.

unknown authors

2007-01-01T23:59:59.000Z

56

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.....................................................................................................

57

ENVIRONMENTAL REVIEW for CATEGORICAL EXCLUSION DETERMINATION  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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.

58

Microsoft Word - Soos_Creek_CX.docx  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

59

U.S. Department of Energy Categorical Exclusion ...  

NLE Websites -- All DOE Office Websites (Extended Search)

Site AikenAikenSouth Carolina Lower elevation of Storm Sewer and Electrical Duct Bank MH-2 manhole cover assemblies due to bulk nitrogen truck deliveries. B1.3 - Routine...

60

November 12, 2004 SPECIFICATION #13120  

E-Print Network (OSTI)

of the following areas of construction and subsystems: a. Power distribution and receptacle system b. Lighting D distribution system and sanitary sewer system (if optional restroom installation is selected). d. Transformer

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

U.S. Department of Energy Categorical Exclusion ...  

NLE Websites -- All DOE Office Websites (Extended Search)

AikenAikenSouth Carolina Install restroom trailer to SRNL Technical Area and connect electrical power, domestic water, sanitary sewer drain and SAS (PA) service. B1.22 -...

62

CX-000987: Categorical Exclusion Determination | Department of...  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Categorical Exclusion Determination Pennsylvania Green Energy Works Targeted Grant - Biogas - York City Sewer Authority CX(s) Applied: B1.31, B5.1 Date: 02162010 Location(s):...

63

Microsoft Word - 20-Appendix K Typical Hazard CSMs .doc  

NLE Websites -- All DOE Office Websites (Extended Search)

Figure 4.26b Group 2: Radiological Seepage Basins and Pits CSM Figure 4.27b Group 3: Coal Pile Runoff Basins and Ash Basins CSM Figure 4.28b Group 4: Inactive Process Sewer...

64

Riparian Rights: State Land (Indiana)  

Energy.gov (U.S. Department of Energy (DOE))

The state reserves the power to sell, transfer, and convey, as provided by law, rights-of-way in public land for several purposes, including pipelines, gas pipelines, water pipelines, sewer lines,...

65

DOE - Office of Legacy Management -- Brunswick2_FUSRAP  

NLE Websites -- All DOE Office Websites (Extended Search)

additional radiological data on drain lines entering a sanitary sewer in the public right of way. DOE found no indication of above-background radioactivity. Final Conditions-A...

66

Finding home : making a place for the homeless in the urban landscape  

E-Print Network (OSTI)

Is homelessness a problem? What if you considered homelessness to be a state, rather than a problem, and provided for it accordingly in the urban landscape? As roads and water and sewer lines are one type of infrastructure, ...

Cheng, Marissa A

2007-01-01T23:59:59.000Z

67

CX-009608: Categorical Exclusion Determination  

Energy.gov (U.S. Department of Energy (DOE))

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

68

Page not found | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Categorical Exclusion Determination Pennsylvania Green Energy Works Targeted Grant - Biogas - York City Sewer Authority CX(s) Applied: B1.31, B5.1 Date: 02162010 Location(s):...

69

CX-004674: Categorical Exclusion Determination | Department of...  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

CX-004674: Categorical Exclusion Determination New Market Title: Water and Sewer Energy Efficiency Grants CX(s) Applied: B5.1 Date: 12082010 Location(s): South Carolina...

70

CenterPoint Energy - Business Gas Heating Rebates (Arkansas)...  

Open Energy Info (EERE)

install natural gas energy efficiency measures such as faucet aerators and pre-rinse spray valves that reduce natural gas use as well as reducing water and sewer costs....

71

POLLUTANT ASSOCIATIONS WITH PARTICULATES  

E-Print Network (OSTI)

Hydrocarbon SPLITT Split-Flow Thin-Cell STORET STORage and RETrieval database. NURP National Urban Runoff CSO Combined Sewer Overflow USEPA United States Environmental Protection Agency ORP Ortho

Pitt, Robert E.

72

NETL F 451.1/1-1, Categorical Exclusion Designation Form  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

and a sewer line re-route to eliminate one lift pump, which will reduce energy consumption and operational cost. amy.kidd@ee.doe.gov Digitally signed by amy.kidd@ee.doe.gov...

73

Richland Operations Office Completes Cleanup in Hanford's 300...  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

sewer system - was removed from the 300-15 Waste Site in the north section. RICHLAND, Wash. - EM met a Tri-Party Agreement milestone by completing cleanup of the north portion of...

74

Making History : : The Role of History in Contemporary Native American Art  

E-Print Network (OSTI)

of reclaimed wool, and its association with the history ofhistory is woven into these blankets, along with the wool,history of community, both through her assistant sewers and through the reclaimed wool

Cluff, Leah Diane

75

Page not found | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

County Waster and Sewer Department - lnstallation of Co-Generation Units 4 & 5 and Landfill Gas Pipeline Construction CX(s) Applied: B5.1 Date: 06072010 Location(s):...

76

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

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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...

77

NETL F 451.1-1/1 Categorical Exclusion (CX) Designation Form  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Richard Keller FE NA NETLSOD 2010 Richard Keller 2010-2011 NETL Pittsburgh, South Park Township, PA Modifications to the Sanitary Sewer Line 920 Plateau The intent of this...

78

THE FLORIDA STATE UNIVERSITY Allowable Unencumbered Disbursements  

E-Print Network (OSTI)

://www.vpfa.fsu.edu/policies/bmanual/purchasing.html#sub) · Utilities (water, electric, sewer, gas, refuse disposal) · Vehicle tags for University vehicles. This can outside the Tallahassee area · Hotels' Direct Billings #12;

McQuade, D. Tyler

79

City of San Carlos Building Division  

E-Print Network (OSTI)

Residential: The construction of R2, R3, R3.1, and R4 buildings, except hotels and motels. C. Residential of any or all utilities (water, electrical, natural gas, or sewer); or the project provided no permanent

80

CX-010722: Categorical Exclusion Determination  

Energy.gov (U.S. Department of Energy (DOE))

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

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

CX-009604: Categorical Exclusion Determination  

Energy.gov (U.S. Department of Energy (DOE))

704-56H Sanitary Sewer Upgrade CX(s) Applied: B1.3 Date: 12/07/2012 Location(s): South Carolina Offices(s): Savannah River Operations Office

82

Assessing the Feasibility of Creek Daylighting in San Francisco, Part I: A Synthesis of Lessons Learned from Existing Urban Daylighting Projects  

E-Print Network (OSTI)

systems, both have significant experience with urban stream daylighting, andDaylighting Projects Current City City Area Popu- Sewer Systemsystems could help San Francisco develop its own stream daylighting

Smith, Brooke Ray

2007-01-01T23:59:59.000Z

83

DE-AC05-06OR23100  

NLE Websites -- All DOE Office Websites (Extended Search)

to ORO Environmental Management in support of the Defense ARRA Work at Y-12 National Security Complex moves 200,000 from the West End Mercury Area (WEMA) Storm Sewer...

84

Advanced On-Site Wastewater Treatment and Management Market Study: Volume 1: Assessment of Short-Term Opportunities and Long-Run Pot ential  

Science Conference Proceedings (OSTI)

On-site septic systems have traditionally been considered a temporary solution on the way to sewering. However, the elimination of federal grants for sewers and wastewater treatment plants has brought a new awareness of the high costs and the sometimes adverse environmental consequences of centralized point discharges. At the same time, advances in on-site technologies, including such systems as low-flow water conservation, watertight septic tanks with screens, sand filtration, disinfection, remote monit...

2000-09-27T23:59:59.000Z

85

California | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

86

Effluent  

NLE Websites -- All DOE Office Websites (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

87

TYPED 11/14/2013 11:37 AM NOVEMBER 19, 2013  

E-Print Network (OSTI)

and November 5, 2013 Welcome to the meeting of the Glendale City Council. Meetings are broadcast live on cable Solutions, Inc. in the Amount of $1,150,000 and Contingency of $115,000 c. Director of Public Works, re: Tyburn Sewer Trunk Line at the Railroad Crossing Improvements 1. Resolution Authorizing Execution

88

ARCHITECTURAL AND CIVIL STANDARDS  

SciTech Connect

Hanford Atomic Production Operation specification guides and standards for architectural and civil engineering are presented. Information includes construction of roads, railroads, roofs, signs, buildings, building equipment, sewers, fences, safety systems, and drainage systems. Details of this manual are given in TID-4100 (Suppl.). (N.W.R.)

1963-01-01T23:59:59.000Z

89

Scenario analysis for the role of sanitation infrastructures in integrated urban wastewater management  

Science Conference Proceedings (OSTI)

Traditionally, the sanitation infrastructures of most of the Urban Wastewater Systems (UWSs) have been managed individually, without considering the many relationships among the sewer systems, Wastewater Treatment Plants (WWTPs) and receiving waters. ... Keywords: Ammonia concentration, Catchment, Expert knowledge, Management scenarios, Model integration, Sanitation infrastructure control, Water Framework Directive, Water quality

F. Devesa; J. Comas; C. Turon; A. Freixó; F. Carrasco; M. Poch

2009-03-01T23:59:59.000Z

90

CITY DRAIN © - An open source approach for simulation of integrated urban drainage systems  

Science Conference Proceedings (OSTI)

In the last years design procedures of urban drainage systems have shifted from end of pipe design criteria to ambient water quality approaches requiring integrated models of the system for evaluation of measures. Emphasis is put on the improvement of ... Keywords: CITY DRAIN ©, CSO, Integrated urban drainage modeling, RTC, Receiving water, Sewer system, Simulink ©, Water quality

Stefan Achleitner; Michael Möderl; Wolfgang Rauch

2007-08-01T23:59:59.000Z

91

Impact of the 2001 World Trade Center Attack on Critical Interdependent Infrastructures*  

E-Print Network (OSTI)

; transportation; information and communications; electric power; banking and finance; gas and oil production, water and sewer systems date back nearly 6,000 years in world history [3] and have been essential in nature. By enriching the history of infrastructure interdependence, researchers can better assess both

Mendonça, David

92

Conventional Facilities Chapter 7: Mechanical -Plumbing 7-1 NSLS-II Preliminary Design Report  

E-Print Network (OSTI)

water will be produced by a storage type electric water heater. The hot water will be stored at 140°F for Buildings Except Low-Rise Residential Buildings American Water Works Association ANSI/ASHRAE Standard 62 cold water Domestic hot water Sanitary sewer Tempered water (for emergency eye wash and shower) Storm

Ohta, Shigemi

93

WSRC-RP-2003-00276 Department of Energy Office of Science and Technology  

E-Print Network (OSTI)

by trade name, trademark, manufacturer, or otherwise does not necessarily constitute or imply its the Department of Energy (DOE) Kansas City Plant (KCP) contain polychlorinated biphenyls (PCBs) resulting from the storm sewer are being implemented. DOE KCP requested an independent assessment of the historical

Hazen, Terry

94

An emission time series generator for pollutant release modelling in urban areas  

Science Conference Proceedings (OSTI)

Dynamic priority pollutant (PP) fate models are being developed to assess appropriate strategies for limiting the release of PPs from urban sources and for treating PPs on a variety of spatial scales. Different possible sources of PP releases were mapped ... Keywords: Emission pattern, Generator, Priority pollutants, Release dynamics, Sewer catchment model, Time series

W. De Keyser; V. Gevaert; F. Verdonck; B. De Baets; L. Benedetti

2010-04-01T23:59:59.000Z

95

12th North American Waste to Energy Conference May 17-19, 2004, Savannah, Georgia USA  

E-Print Network (OSTI)

receiver hitch and mounting frame. 100.00$ #12008 Great Plains Air drill distributor tower 10.00$ #12009 cogs 2.00$ #12017 Sewer line rueter 5.00$ #12018 Craftsman spray gun and canister 5.00$ #12019 4 water

Columbia University

96

Buildings Energy Data Book: 3.8 Hospitals and Medical Facilities  

Buildings Energy Data Book (EERE)

2.39 1.81 1.84 Non-HVAC Electricity NA 1.51 1.53 Natural Gas 0.52 0.41 0.41 WaterSewer 0.15 0.22 0.21 Overall Utilities (1) 2.53 2.59 2.57 Note(s): Source(s): Downtown...

97

9th Annual North American Waste to Energy Conference WASTE TO ENERGY PLANT  

E-Print Network (OSTI)

alternatives to use of gaseous chlorine for cooling tower treatment. SOLUTION: Our water treatment consultant the effectiveness of the treatment and liability concerns. Because we run our COOling towers at a pH of B.O-B.5 for the ash ram extractors for cooling, and to the fly ash pug mill. We also realized that our high sewer

Columbia University

98

Argumentation-based framework for industrial wastewater discharges management  

Science Conference Proceedings (OSTI)

The daily operation of wastewater treatment plants (WWTPs) in unitary sewer systems of industrialized areas is of special concern. Severe problems can occur due to the characteristics of incoming flow. In order to avoid decision that leads to hazardous ... Keywords: Agents, Argumentation, Industrial discharge management, River basin management, Urban wastewater system, Wastewater treatment plant (WWTP)

M. Aulinas; P. Tolchinsky; C. Turon; M. Poch; U. Cortés

2012-03-01T23:59:59.000Z

99

PIPENETa wireless sensor network for pipeline monitoring  

Science Conference Proceedings (OSTI)

US water utilities are faced with mounting operational and maintenance costs as a result of aging pipeline infrastructures. Leaks and ruptures in water supply pipelines and blockages and overflow events in sewer collectors cost millions of dollars a ... Keywords: Intel mote platforms, pipeline monitoring, water supply systems, wireless sensor networks

Ivan Stoianov; Lama Nachman; Sam Madden; Timur Tokmouline

2007-04-01T23:59:59.000Z

100

IRA-WDS: A GIS-based risk analysis tool for water distribution systems  

Science Conference Proceedings (OSTI)

This paper presents the development of a new software tool IRA-WDS. This GIS-based software predicts the risks associated with contaminated water entering water distribution systems from surrounding foul water bodies such as sewers, drains and ditches. ... Keywords: Contaminant intrusion, Developing countries, GIS, Intermittent water supply, Risk assessment, Tight coupling, Water supply

K. Vairavamoorthy; Jimin Yan; Harshal M. Galgale; Sunil D. Gorantiwar

2007-07-01T23:59:59.000Z

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

Univer sity of California 2008-09 BUdget for state Capital improvements  

E-Print Network (OSTI)

WC 23,100 23,100 Renovation [1,000] LA CHS South Tower Seismic P [5,235] X WC 20,650 WC 101,685 122 (continued) 115 for the campus fire alarm, sewer, communications, water (cooling, heating, fire protection

California at Santa Cruz, University of

102

Water protection in coke-plant design  

Science Conference Proceedings (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

103

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):

104

CX-002678: Categorical Exclusion Determination | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

105

CX-000520: Categorical Exclusion Determination | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

106

CX-001232: Categorical Exclusion Determination | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

107

Microsoft Word - City_of_Sherwood_LURR_CX.docx  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

108

CX-002979: Categorical Exclusion Determination | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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),

109

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

110

Fermi National Accelerator Laboratory September 2012  

NLE Websites -- All DOE Office Websites (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

111

DATE  

NLE Websites -- All DOE Office Websites (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

112

DATE  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

113

U.S. Department of Energy Categorical Exclusion Determination Form  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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,

114

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

NLE Websites -- All DOE Office Websites (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

115

Water Conservation Best Practices | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

116

Management of Biological Materials in Wastewater from Research & Development Facilities  

SciTech Connect

PNNL has developed and instituted a systematic approach to managing work with biological material that begins in the project planning phase and carries through implementation to waste disposal. This paper describes two major processes used at PNNL to analyze and mitigate the hazards associated with working with biological materials and evaluate them for disposal to the sewer, ground, or surface water in a manner that protects human health and the environment. The first of these processes is the Biological Work Permit which is used to identify requirements for handling, storing, and working with biological materials and the second is the Sewer Approval process which is used to evaluate discharges of wastewaters containing biological materials to assure they meet industrial wastewater permits and other environmental regulations and requirements.

Raney, Elizabeth A.; Moon, Thomas W.; Ballinger, Marcel Y.

2011-04-01T23:59:59.000Z

117

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

SciTech Connect

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

118

Hydrogen & Fuel Cells | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

119

Page not found | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

120

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

SciTech Connect

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

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

Proceedings of lifeline earthquake engineering  

SciTech Connect

This book contains the proceedings of the Lifeline Earthquake Engineering Conference. Topics covered include: Overview of Lifeline Earthquake Engineering; Transportation Lifelines; Seismic Retrofit and Strengthening of Transportation Lifelines; Electric Power Lifelines; Communications Lifelines; Water Delivery and Sewer Lifelines; Seismic Hazards Evaluation; Risk and Reliability Analysis of Lifelines; Lifeline Experience During Earthquakes and System Behavior; Seismic Analysis and Design of Lifelines; Vulnerability of Lifelines; and Vulnerability Reduction, Mitigation Planning, and Emergency Response.

Cassaro, M.A.

1991-01-01T23:59:59.000Z

122

Energy consumption in the pipeline industry  

SciTech Connect

Estimates are developed of the energy consumption and energy intensity (EI) of five categories of U.S. pipeline industries: natural gas, crude oil, petroleum products, coal slurry, and water. For comparability with other transportation modes, it is desirable to calculate EI in Btu/Ton-Mile, and this is done, although the necessary unit conversions introduce additional uncertainties. Since water and sewer lines operate by lift and gravity, a comparable EI is not definable.

Banks, W. F.

1977-12-31T23:59:59.000Z

123

Formerly utilized MED/AEC sites Remedial Action Program. Report of the decontamination of Jones Chemical Laboratory, Ryerson Physical Laboratory, and Eckhart Hall, the University of Chicago, Chicago, Illinois  

Science Conference Proceedings (OSTI)

The US Department of Energy (DOE) has implemented a program to decontaminate radioactively contaminated sites that were formerly utilized by the Manhattan Engineer District (MED) and/or the Atomic Energy Commission (AEC) for activities that included handling of radioactive material. This program is referred to as the ''Formerly Utilized Sites Remedial Action Program'' (FUSRAP). Among these sites are Jones Chemical Laboratory, Ryerson Physical Laboratory, Kent Chemical Laboratory, and Eckhart Hall of The University of Chicago, Chicago, Illinois. Since 1977, the University of Chicago decontaminated Kent Chemical Laboratory as part of a facilities renovation program. All areas of Eckhart Hall, Ryerson Physical Laboratory, and Jones Chemical Laboratory that had been identified as contaminated in excess of current guidelines in the 1976-1977 surveys were decontaminated to levels where no contamination could be detected relative to natural backgrounds. All areas that required defacing to achieve this goal were restored to their original condition. The radiological evaluation of the sewer system, based primarily on the radiochemical analyses of sludge and water samples, indicated that the entire sewer system is potentially contaminated. While this evaluation was defined as part of this project, the decontamination of the sewer system was not included in the purview of this effort. The documentation included in this report substantiates the judgment that all contaminated areas identified in the earlier reports in the three structures included in the decontamination effort (Eckhart Hall, Ryerson Physical Laboratory, and Jones Chemical Laboratory) were cleaned to levels commensurate with release for unrestricted use.

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

1984-08-01T23:59:59.000Z

124

FORSCOM installation characterization and ranking for water efficiency improvement  

SciTech Connect

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

125

Water Pollution (Illinois) | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

(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

126

SBOT VIRGINIA THOMAS JEFFERSON LAB POC Danny Llyod Telephone  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

127

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

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

128

Day 1 Attendees - Government Staff  

NLE Websites -- All DOE Office Websites (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

129

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

130

 

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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.

131

SBOT GEORGIA SOUTHEASTERN POWER ADMIN POC Ann Craft Telephone  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

132

SBOT NEW JERSEY PRINCETON PLASMA LAB POC Arlene White Telephone  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

133

Used motor oil passes environmental problem  

SciTech Connect

Purposes of this study were to determine the amount of oil used, oil change practices, disposal methods involved, perceived harmfulness of various disposal methods, and attitudes toward recycling used motor oil. Survey was taken to verify claims made that the do-it-yourselfer (DIY), who changes his own automotive oil, has caused significant environmental problems by dumping the oil down sewers, on the ground, or into landfills as part of their trash. Results show that more than two-thirds of DIYs would save their oil for recycling if it were picked up at their house or if they had a suitable container for bringing it to a recycling center.

Brinkman, D.W.; Gottlieb, M.; Koelbel, K.

1982-08-09T23:59:59.000Z

134

Reducing industrial toxic wastes and discharges: The role of POTWs  

Science Conference Proceedings (OSTI)

Intended for use by elected and appointed local officials, the guidebook makes recommendations as to how publicly-owned treatment works (POTWs) can promote hazardous waste minimization. The guide suggests that POTWs can significantly reduce their toxic discharges to the sewer (without transferral of same pollutants to another media) by developing programs which combine features of three options - educational programs that provide waste minimization information to local companies; technical assistance programs that help companies identify and evaluate site-specific opportunities for waste minimization; and regulatory programs that establish indirect inducements or direct requirements to promote waste minimization.

Sherry, S.; Corbett, J.; Eulo, T.

1988-12-01T23:59:59.000Z

135

Lawrence Berkeley National Laboratory 1995 site environmental report  

Science Conference Proceedings (OSTI)

The 1995 Site Environmental Report summarizes environmental activities at the Ernest Orlando Lawrence Berkeley National Laboratory (LBNL) for the 1995 calendar year. The report strives to present environmental data in a manner that characterizes the performance and compliance status of the environmental management programs. The report also discusses significant highlights and plans of these programs. Topics discussed include: environmental monitoring, environmental compliance programs, air quality, water quality, ground water protection, sanitary sewer monitoring, soil and sediment quality, vegetation and foodstuffs monitoring, and special studies which include preoperational monitoring of building 85 and 1995 sampling results, radiological dose assessment, and quality assessment.

Balgobin, D.; Javandel, I.; Lackner, G.; Smith, C.; Thorson, P.; Tran, H.

1996-07-01T23:59:59.000Z

136

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

137

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

138

Heat recovery in laundry yields 18-month payback  

SciTech Connect

A heat exchanger used to preheat hot water in a commercial laundry paid for itself in 19 months, despite a 10% increase in local natural gas rates. The Aurora, Illinois hospital commercial laundry chose a water-to-water shell and tube heat reclaimer system. A programmed control panel opens and closes valves at the proper temperature. Dirty water from the laundry cycle is screened to remove particles and returned to the heat exchanger to preheat incoming city water. Dirty water from the exchanger is discharged into the city sewer.

Hines, V.

1985-07-29T23:59:59.000Z

139

What happened on the way to the laundry?  

SciTech Connect

In Santa Fe, New Mexico, there is an Interstate Nuclear Services (INS) laundry that washes protective clothing worn by workers at nuclear facilities such as Los Alamos National Laboratory (LANL)-clothing that can be contaminated with radioactive material. Some of the radioactivity goes into the sewer system, thereby going to the wastewater treatment plant (WWTP) and then coming out in the water effluent or the digested sludge. Some of the water effluent is used to water playing fields, a golf course, and the infield of the horse-racing track, and the sludge is interred into a field. This study investigates contamination from a waste water treatment plant.

Beck, R.; Schwanfelder, K.; Sze, T.; Shelton, J. [Santa Fe Preparatory School, NM (United States)

1997-12-01T23:59:59.000Z

140

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

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

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. 1 fig.

Hale, C.J.

1983-11-15T23:59:59.000Z

142

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

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

143

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

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

144

U.S. Department of Energy Categorical Exclusion Determination Form  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

145

Readiness plan, Hanford 300 Area Treated Effluent Disposal Facility: Revision 1  

Science Conference Proceedings (OSTI)

The 300 Area Treated Effluent Disposal Facility (TEDF) is designed for the collection, treatment, and eventual disposal of liquid waste from the 300 Area Process Sewer (PS) system. The PS currently discharges water to the 300 Area Process Trenches. Facilities supported total 54 buildings, including site laboratories, inactive buildings, and support facilities. Effluent discharges to the process sewer from within these facilities include heating, ventilation, and air conditioning systems, heat exchangers, floor drains, sinks, and process equipment. The wastewaters go through treatment processes that include iron coprecipitation, ion exchange and ultraviolet oxidation. The iron coprecipitation process is designed to remove general heavy metals. A series of gravity filters then complete the clarification process by removing suspended solids. Following the iron coprecipitation process is the ion exchange process, where a specific resin is utilized for the removal of mercury. The final main unit operation is the ultraviolet destruction process, which uses high power ultraviolet light and hydrogen peroxide to destroy organic molecules. The objective of this readiness plan is to provide the method by which line management will prepare for a Readiness Assessment (RA) of the TEDF. The self-assessment and RA will assess safety, health, environmental compliance and management readiness of the TEDF. This assessment will provide assurances to both WHC and DOE that the facility is ready to start-up and begin operation.

Storm, S.J.

1994-11-08T23:59:59.000Z

146

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

Science Conference Proceedings (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

147

Co-combustion feasibility study. Final report  

DOE Green Energy (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

148

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

Science Conference Proceedings (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

149

Radiological Risk Assessment for King County Wastewater Treatment Division  

SciTech Connect

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

150

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

151

Page not found | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

152

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:

153

Categorical Exclusion Determinations: Golden Field Office | Department of  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

154

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

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

155

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:

156

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

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

157

Categorical Exclusion Determinations: Savannah River Operations Office |  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

158

Page not found | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

159

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

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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.

160

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

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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)

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161

Energy Efficiency and Conservation Block Grant Program  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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,

162

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

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

163

Categorical Exclusion Determinations: Environmental Management | Department  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

164

Categorical Exclusion Determinations: B5.1 | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

165

CX-003776: Categorical Exclusion Determination | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

166

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

167

Home Energy Saver  

NLE Websites -- All DOE Office Websites (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

168

Categorical Exclusion Determinations: South Carolina | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

169

Energy Efficiency and Conservation Block Grant Program  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

170

Categorical Exclusion Determinations: Savannah River Operations Office |  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

171

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:

172

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

173

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

174

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):

175

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

176

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

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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.

177

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

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

178

Page not found | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

179

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:

180

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.


181

Categorical Exclusion Determinations: B4.9 | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

182

CX-003587: Categorical Exclusion Determination | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

183

Energy Efficiency and Conservation Block Grant Program  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

184

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

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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:

185

Page not found | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

186

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

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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')

187

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

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

188

CX-005877: Categorical Exclusion Determination | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

189

Categorical Exclusion Determinations: B1.3 | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

190

Page not found | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

191

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

192

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

193

Page not found | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

194

CX-006882: Categorical Exclusion Determination | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

195

PROJECT MANGEMENT PLAN EXAMPLES  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

196

Categorical Exclusion Determinations: South Carolina | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

197

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:

198

U.S. Department of Energy Categorical Exclusion Determination Form  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

199

CX-003124: Categorical Exclusion Determination | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

200

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

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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.

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

U.S. Department of Energy Categorical Exclusion Determination Form  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

202

Page not found | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

203

CX-003584: Categorical Exclusion Determination | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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,

204

Have You Ever Tried Composting? | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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.

205

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

206

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

207

Page not found | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

208

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

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

209

CX-004031: Categorical Exclusion Determination | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

210

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:

211

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

NLE Websites -- All DOE Office Websites (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

212

CX-008625: Categorical Exclusion Determination | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

213

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:

214

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

215

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:

216

Page not found | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

217

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:

218

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

219

CX-006898: Categorical Exclusion Determination | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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.

220

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

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.


221

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

222

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:

223

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:

224

ESH100.2.ENV.6  

NLE Websites -- All DOE Office Websites (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

225

FE Categorical Exclusions | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

226

The Risk Assessment Information System  

NLE Websites -- All DOE Office Websites (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

227

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:

228

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

229

Energy Efficiency and Conservation Block Grant Program  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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,

230

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

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

231

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

232

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):

233

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

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

234

CX-007673: Categorical Exclusion Determination | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

235

Fermilab | Tritium at Fermilab | Home  

NLE Websites -- All DOE Office Websites (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

236

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

SciTech Connect

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

237

A Systems Framework for Assessing Plumbing Products-Related Water Conservation  

Science Conference Proceedings (OSTI)

Reducing the water use of plumbing products—toilets, urinals, faucets, and showerheads —has been a popular conservation measure. Improved technologies have created opportunities for additional conservation in this area. However, plumbing products do not operate in a vacuum. This paper reviews the literature related to plumbing products to determine a systems framework for evaluating future conservation measures using these products. The main framework comprises the following categories: water use efficiency, product components, product performance, source water, energy, and plumbing/sewer infrastructure. This framework for analysis provides a starting point for professionals considering future water conservation measures to evaluate the need for additional research, collaboration with other standards or codes committees, and attachment of additional metrics to water use efficiency (such as performance).

Williams, Alison; Dunham Whitehead, Camilla; Lutz, James

2011-12-02T23:59:59.000Z

238

Membrane filtration waste treatment technology comes of age in battery manufacturing plants  

SciTech Connect

A new waste treatment system from MEMTEK Corporation incorporates membrane filtration, and makes possible the effective treatment of waste streams containing a number of toxic heavy metals. Using this membrane technology, MEMTEK is capable of treating the wastewater in battery manufacturing plants to meet even the strictest limits imposed by local regulatory agencies and the Environmental Protection Agency (EPA). Lead and zinc in the treated effluent are typically below 0.1 ppm. The typical battery manufacturing processes introduce metals, primarily lead, into plant effluents, especially from formation, battery wash, and laundry operation. Due to the high usage of acid in the plant, the wastewater is also usually of a low pH, typically 2 or less. The dissolved and particulate contaminants in this effluent must be removed to very low levels before the water can be released to the sewer or the environment. The waste treatment process is described.

1986-09-01T23:59:59.000Z

239

Release of ethanol to the atmosphere during use of consumer cleaning products  

SciTech Connect

Liquid laundry and hand dish washing detergents contain volatile organic compounds, including ethanol, that may be liberated during use and contribute to photochemical air pollution. In this study, the release of ethanol to the atmosphere during simulated household use of liquid detergents was measured. Three replicate experiments, plus a blank, were conducted in a 20-m{sup 3} environmental chamber for each of four conditions: typical dish washing (DT), high-release dish washing (DH), typical laundry (LT), and high-release laundry (LH). Average amounts of ethanol transferred to the atmosphere per use (and the fraction of ethanol used so liberated) were 32 mg (0.038) for DT, 100 mg (0.049) for DH, 18 mg (0.002) for LT, and 110 mg (0.011) for LH. Thus, a large fraction of the ethanol added to wash solutions with liquid detergents is discharged to the sewer rather than transferred to the atmosphere during use.

Wooley, J.; Nazaroff, W.W. (Univ. of California, Berkeley (USA)); Hodgson, A.T. (Lawrence Berkeley Lab., Berkeley, CA (USA))

1990-08-01T23:59:59.000Z

240

Elevated tritium levels at the World Trade Center  

SciTech Connect

Traces of tritiated water (HTO) were detected at [the]World Trade Center (WTC) ground zero after the 9/11/01 terrorist attack. A method of ultralow-background liquid scintillation counting was used after distilling HTO from the samples. A water sample from the WTC sewer, collected on 9/13/01, contained 0.174 plus or minus 0.074 (2s) nCi/L of HTO. A split water sample, collected on 9/21/01 from the basement of WTC Building 6, contained 3.53 plus or minus 0.17 and 2.83 plus or minus 0.15 nCi/L, respectively. Several water and vegetation samples were analyzed from areas outside the ground zero, located in Manhattan, Brooklyn, Queens, and Kensico Reservoir. No HTO above the background was found in those samples. All these results are well below the levels of concern to human exposure.

Semkow, Thomas M.; Hafner, Ronald S.; Parekh, Pravin P.; Wozniak, Gordon J.; Haines, Douglas K.; Husain, Liaquat; Rabun, Robert L.; Williams, Philip G.

2002-05-14T23:59:59.000Z

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.


241

340 waste handling complex: Deactivation project management plan  

SciTech Connect

This document provides an overview of the strategy for deactivating the 340 Waste Handling Complex within Hanford`s 300 Area. The plan covers the period from the pending September 30, 1998 cessation of voluntary radioactive liquid waste (RLW) transfers to the 340 Complex, until such time that those portions of the 340 Complex that remain active beyond September 30, 1998, specifically, the Retention Process Sewer (RPS), can also be shut down and deactivated. Specific activities are detailed and divided into two phases. Phase 1 ends in 2001 after the core RLW systems have been deactivated. Phase 2 covers the subsequent interim surveillance of deactivated and stand-by components during the period of continued RPS operation, through the final transfer of the entire 340 Complex to the Environmental Restoration Contractor. One of several possible scenarios was postulated and developed as a budget and schedule planning case.

Stordeur, R.T.

1998-06-25T23:59:59.000Z

242

Finding of no significant impact proposed corrective action for the Northeast Site at the Pinellas Plant in Largo, Florida  

SciTech Connect

The U.S. Department of Energy (DOE) has prepared an Environmental Assessment (EA) (DOE/EA-0976) of the proposed corrective action for the Northeast Site at the Pinellas Plant in Largo, Florida. The Northeast Site contains contaminated groundwater that would be removed, treated, and discharged to the Pinellas County Sewer System. Based on the analyses in the EA, the DOE has determined that the proposed action is not a major Federal action significantly affecting the quality of the human environment, within the meaning of the National Environmental Policy Act of 1969 (NEPA), 42 U.S.C.4321 et.seq. Therefore, the preparation of an environmental impact statement is not required and the DOE is issuing this Finding of No Significant Impact (FONSI).

NONE

1995-06-01T23:59:59.000Z

243

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

SciTech Connect

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

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  

NLE Websites -- All DOE Office Websites (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  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

EA-1356: Final Environmental Assessment | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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.

250

Anaerobic Digestion and Combined Heat and Power Study  

DOE Green Energy (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

2011-12-30T23:59:59.000Z

251

Stormwater Pollution Prevention Plan (SWPPP) for Coal Storage Area Stabilization Project  

Science Conference Proceedings (OSTI)

The scope of this project is to stabilize the abandoned coal storage area and redirect the storm water runoff from sanitary sewer system to the storm drain system. Currently, the existing storm water runoff is directed to a perimeter concrete drainage swale and collected in a containment basin. The collected water is then pumped to a treatment facility and after treatment, is discharged to the Y-12 sanitary sewer system. The existing drainage swale and collection basin along with silt fencing will be used during aggregate placement and grading to provide erosion and sediment control. Inlet protection will also be installed around existing structures during the storm water diversion construction. This project scope will include the installation of a non-woven geotextile fabric and compacted mineral aggregate base (paving optional) to stabilize the site. The geotextile specifications are provided on the vendor cut sheets in Appendix B. The installation of a storm water collection/retention area will also be installed on the southern side of the site in accordance with EPA Technical Guidance on Implementing the Stormwater Runoff Requirements for federal Projects under Section 438 of the Energy Independence and Security Act. The total area to be disturbed is approximately 2.5 acres. The order of activities for this Stormwater Pollution Prevention Plan (SWPPP) will be: (1) post notice of coverage (NOC) in a prominent display near entrance of the site; (2) install rain gauge on site or contact Y-12 Plant Shift Superintendent daily for Met tower rain gauge readings; (3) install stabilized construction exit on site; (4) install silt fencing along perimeter as indicated on the attached site plan; (5) regrade site; (6) install geotextile fabric and compacted mineral aggregate base; (7) install catch basin inlet protection where required; (8) excavate and lower existing catch basin tops, re-grade and asphalt to drain; and (9) when all disturbed areas are re-stabilized, remove silt fencing and any other temporary erosion control.

Project and Design Engineering

2011-03-01T23:59:59.000Z

252

PROGRESS RELATING TO CIVILIAN APPLICATIONS DURING JANUARY, 1959  

DOE Green Energy (OSTI)

Thermal-conductivity measurements are in progress on an unirradiated, unclad, natural U specimen. Data are presented on thermal conductivity measurements performed on UO/sub 2/. The creep properties of annealed and of 15% cold-worked Zircaloy-2 are being studied. A program was initiated to evaluate loss-of-coolant incidents in the PRTR by means of simulation on a digital computer. Research on the casting of hollow Al-35 wt. extrusion billets is reported. Further refinement of the method developed for the analysis of Mg in cement is in progress. The infrared and gaschromatography analysis of irradiated dodecane, decane, cetane. and octane, and their urea complexes, were continued. The manner in which U metal solidifies in cylindrical graphite molds is under study. Work has continued on development of a stabilized hightemperature nuclear fuel capable of operation in either oxidizing or reducing atmospheres. Progress in the stud of potential fueled moderators has continued with the determination of hydrogen-absorption isotherms for the Zr-25 wt. alloy. The effect of fast-neutron flux on the mechanical properties of AISI Tvpe 347 stainless steel are being determined and evaluated. The forging of Nb-U alloys is reported. Thorium-uranium alloys are being studied for the purpose of developing improved corrosion resistance and irradiation stability of the alloy by means of alloying and control of processing variables. The causes of fission-gas loss from refractory fuel materials is being investigated. Cermet fuel materials consisting of from 60 to 90 vol. % U0/sub 2/, UN, or UC dispersed in a stainless steel or Nb matrix are being investigated. The gas-pressure bonding technique is being investigated for cladding and bonding Nband Mo-base fuel elements and assemblies. Dispersion fuels consisting of UC and UN dispersed in stainless steel were irradiated in the WTR. Stress-cycling tests were continued on Inconel specimens at 1300 and 1500 F, cycled at 1 cps. The investigation of temperature and frequency dependence of fatigue properties of INOR-8 alloy is being investigated, Studies of U compounds and the mechanism of thermal migration of hydrogen in zirconium are in progress. In the research on thermal migration of H/sub 2/ in Zr, new data on the diffusion coefficients of H/sub 2/ in beta Zr were obtained. Data are presented on postirradiation examination of three pairs of fueled-graphite spheres. The evaluation of materials of construction for use in the Darex, SulfexThorex, Zirflex. and Fluoride-Volatility processes of nuclear fuel recovery was continued. Uranium carbide containing 5 wt. % carbon is being studied as a fuel for the SRE. A study of the properties of Ta-W alloys is continuing. A compartmentalized flat-plate Zircaloy2-clad fuel element containing UO/sub 2/ cores is being considered for PWR Core-2. Techniques for the fabrication of graphite-matrix fuel cores containing 20 vol. % UC in form of UC and UC/sub 2/ are reported. (For preceding period see BMI-1307.) (W.L.H.)

Dayton, R.W.; Tipton, C.R. Jr.

1959-02-01T23:59:59.000Z

253

Facility Effluent Monitoring Plan for Pacific Northwest National Laboratory Balance-of-Plant Facilities  

DOE Green Energy (OSTI)

The Pacific Northwest National Laboratory (PNNL) operates a number of Research & Development (R&D) facilities for the U.S. Department of Energy (DOE) on the Hanford Site. Facility effluent monitoring plans (FEMPs) have been developed to document the facility effluent monitoring portion of the Environmental Monitoring Plan (DOE 2000) for the Hanford Site. Three of PNNL’s R&D facilities, the 325, 331, and 3720 Buildings, are considered major emission points for radionuclide air sampling, and individual FEMPs were developed for these facilities in the past. In addition, a balance-of-plant (BOP) FEMP was developed for all other DOE-owned, PNNL-operated facilities at the Hanford Site. Recent changes, including shutdown of buildings and transition of PNNL facilities to the Office of Science, have resulted in retiring the 3720 FEMP and combining the 331 FEMP into the BOP FEMP. This version of the BOP FEMP addresses all DOE-owned, PNNL-operated facilities at the Hanford Site, excepting the Radiochemical Processing Laboratory, which has its own FEMP because of the unique nature of the building and operations. Activities in the BOP facilities range from administrative to laboratory and pilot-scale R&D. R&D activities include both radioactive and chemical waste characterization, fluid dynamics research, mechanical property testing, dosimetry research, and molecular sciences. The mission and activities for individual buildings are described in Appendix A. Potential radioactive airborne emissions in the BOP facilities are estimated annually using a building inventory-based approach provided in federal regulations. Sampling at individual BOP facilities is based on a potential-to-emit assessment. Some of these facilities are considered minor emission points and thus are sampled routinely, but not continuously, to confirm the low emission potential. One facility, the 331 Life Sciences Laboratory, has a major emission point and is sampled continuously. Sampling systems are located downstream of control technologies and just before discharge to the atmosphere. The need for monitoring airborne emissions of hazardous chemicals is established in the Hanford Site Air Operating Permit and in notices of construction. Based on the current potential-to-emit, the Hanford Site Air Operating Permit does not contain general monitoring requirements for BOP facilities. However, the permit identifies monitoring requirements for specific projects and buildings. Needs for future monitoring will be established by future permits issued pursuant to the applicable state and federal regulations. A number of liquid-effluent discharge systems serve the BOP facilities: sanitary sewer, process sewer, retention process sewer, and aquaculture system. Only the latter system discharges to the environment; the rest either discharge to treatment plants or to long-term storage. Routine compliance sampling of liquid effluents is only required at the Environmental Molecular Sciences Laboratory. Liquid effluents from other BOP facilities may be sampled or monitored to characterize facility effluents or to investigate discharges of concern. Effluent sampling and monitoring for the BOP facilities depends on the inventories, activities, and environmental permits in place for each facility. A description of routine compliance monitoring for BOP facilities is described in the BOP FEMP.

Ballinger, Marcel Y.; Gervais, Todd L.

2004-11-15T23:59:59.000Z

254

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:

255

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

256

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:

257

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

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

258

Salt  

NLE Websites -- All DOE Office Websites (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.

259

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):

260

Off-grid in a cold city: The Alberta sustainable home  

SciTech Connect

The Alberta Sustainable Home is a new suburban three-bedroom house and office that will soon be independent of the sewer, electric, and water systems. Located in the cold, dry, sunny climate of Calgary, AB, the home is now demonstrating the feasibility of environmentally sustainable, cost-saving devices-from Eco-studs in the framework to graywater heat recovery devices. Although it was built for about the same price as a comparable conventional home, the Alberta Sustainable Home has received a preferential mortgage rate, is expected to have an unusually high resale value, and will cost about $1,500 per year (Canadian) less for utilities. The Alberta Sustainable Home was built privately by Autonomous and Sustainable Housing Incorporated (ASH), in partnership with some 215 companies worldwide. Construction began in September 1993, and the designers and builders have lived and worked in the building since April 1994. Topics include the following: space and water heating; airtight construction; insulation; windows; refrigeration; saving water; low embodied energy; retrofitting; pollutant control; less power.

Rieger, T.; Byrne, J. [eds.

1996-03-01T23:59:59.000Z

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.


261

Emissions of volatile and potentially toxic organic compounds from waste-water treatment plants and collection systems (Phase 2). Volume 1. Project summaries. Final report  

SciTech Connect

The objectives of the Phase II research project on emission of potentially toxic organic compounds (PTOCs) from wastewater treatment plants were fivefold: (1) assessment of the importance of gaseous emissions from municipal wastewater collection systems; (2) resolution of the discrepancy between the measured and estimated emissions (Phase I), from the Joint Water Pollution Control Plant (JWPCP) operated by the County Sanitation Districts of Los Angeles County (CSDLAC); (3) determination of airborne concentrations of PTOCS immediately downwind of an activated sludge aeration process at the City of Los Angeles' Hyperion Treatment Plant (HTP); (4) a modeling assessment of the effects of transient loading on emissions during preliminary and primary treatment at a typical municipal wastewater treatment plant (MWTP); (5) a preliminary investigation of effects of chlorination practices on haloform production. Volume 1, for which the abstract was prepared, contains a summary of results from each project; Volume 2 contains the discussion regarding the modeling of collection system emissions; Volume 3 addresses methods development and field sampling efforts at the JWPCP and HTP, data on emissions from a mechanically ventilated sewer and results of some preliminary haloform formation studies in wastewaters; and Volume 4 discusses aspects of the emissions modeling problem.

Chang, D.P.Y.; Schroeder, E.D.; Corsi, R.L.; Guensler, R.; Meyerhofer, J.A.

1991-08-01T23:59:59.000Z

262

Superfund Record of Decision (EPA Region 9): Sacramento Army Depot, Operable Unit 4, Sacramento, CA. (Third remedial action), September 1992  

Science Conference Proceedings (OSTI)

The 485-acre Sacramento Army Depot (SAAD) site is a military facility in Sacramento County, California. Land use in the area is predominantly commercial and light industrial, with wetlands in the vicinity of several oxidation lagoons. The estimated 56,398 people who live within 2 to 3 miles of the site use municipal water as their drinking water supply. From 1950 to 1972, the lagoons received mostly industrial waste water from metal plating processes and domestic wastewater. The selected remedial action for the site includes excavating and treating approximately 15,500 cubic yards of contaminated soil onsite using soil washing; dewatering and then backfilling the treated soil onsite in the excavation areas, and storing the rinsate temporarily in onsite holding tanks for recycling; treating rinsate from the treatment process using chemical precipitation, clarification/flocculation, and chemical coagulation to remove metals, prior to discharge into the sanitary sewer; dewatering the sludge containing the precipitated metals, and stabilizing this if necessary, followed by disposal in an RCRA landfill or recovery at an offsite reclamation unit. The estimated present worth cost for this remedial action is $5,020,000. There are no O M costs associated with the remedial action.

Not Available

1992-09-30T23:59:59.000Z

263

Savannah River Plant engineering and design history. Volume 4: 300/700 Areas & general services and facilities  

SciTech Connect

The primary function of the 300 Area is the production and preparation of the fuel and target elements required for the 100 Area production reactors. Uranium slugs and lithium-aluminium alloy control and blanket rods are prepared in separate structures. Other facilities include a test pile, a physics assembly laboratory, an office and change house, an electrical substation, and various service facilities such as rail lines, roads, sewers, steam and water distribution lines, etc. The 700 Area contains housing and facilities for plant management, general plant services, and certain technical activities. The technical buildings include the Main Technical Laboratory, the Waste Concentration Building, the Health Physics Headquarters, and the Health Physics Calibration building. Sections of this report describe the following: development of the 300-M Area; selection and description of process; design of main facilities of the 300 Area; development of the 700-A Area; design of the main facilities of the 700 Area; and general services and facilities, including transportation, plant protection, waste disposal and drainage, site work, pilot plants, storage, and furniture and fixtures.

1957-01-01T23:59:59.000Z

264

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

Science Conference Proceedings (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

265

Site environmental report for calendar year 1996  

Science Conference Proceedings (OSTI)

This Annual Site Environmental Report presents information pertaining to environmental activities conducted during calendar year 1996 at the U.S. Department of Energy (DOE) Grand Junction Office (GJO) facility in Grand Junction, Colorado. WASTREN-Grand Junction, the Facility Operations and Support contractor for the GJO, prepared this report in accordance with the requirements of DOE Order 5400.1, General Environmental Protection Program, and supplemental guidance from DOE Headquarters. This report applies specifically to the GJO facility; the Monticello Mill Tailings Site Environmental Summary for Calendar Year 1996 was prepared as a separate document. Primary GJO activities involve laboratory analysis of environmental samples from GJO and other DOE sites and site remediation of contamination caused by previous uranium mill operations. Activities at the GJO are conducted in compliance with applicable Federal, State, and local regulations and requirements and as directed by applicable DOE orders. Environmental monitoring is performed on air emissions, sewer effluent, surface water and groundwater, and wetlands restoration. Wastes are generated from the Analytical Laboratory, site remediation, and facility operation.

NONE

1997-06-01T23:59:59.000Z

266

Superfund Record of Decision (EPA Region 2): Haviland Complex, Town of Hyde Park, Dutchess County, New York, (first remedial action), September 1987. Final report  

SciTech Connect

The Haviland Complex site consists of a planned development comprising 275 acres in the town of Hyde Park, NY. The development contains an apartment complex, a junior high school, an elementary school, a shopping center and a number of private homes. Beginning in October 1981, a local resident filed a complaint with the Dutchess County Health Department noting that his well water was foaming. Other complaints of water-quality supply problems prompted a sampling program and sanitary survey of the Haviland area. Results of these tests indicated failure in nearby car wash and laundromat septic and sewage systems. In 1982, the laundromat installed a sand filter and a new tile field to handle the laundry effluent. Due to increasing concern over potential ground-water contamination by volatile organic chemicals, the New York State Department of Health (NYDOH) began sampling wells in December 1982. In January 1983, the laundromat was ordered to disconnect the dry-cleaning unit from the recently upgraded sewer-disposal system and dispose of all spent cleaning fluids offsite with a licensed disposal firm.

1987-09-30T23:59:59.000Z

267

Decontamination and decommissioning of the Argonne National Laboratory East Area radioactively contaminated surplus facilities: Final report  

Science Conference Proceedings (OSTI)

ANL has decontaminated and decommissioned (D and D) seven radiologically contaminated surplus facilities at its Illinois site: a ''Hot'' Machine Shop (Building 17) and support facilities; Fan House No. 1 (Building 37), Fan House No. 2 (Building 38), the Pangborn Dust Collector (Building 41), and the Industrial Waste Treatment Plant (Building 34) for exhaust air from machining of radioactive materials. Also included were a Nuclear Materials Storage Vault (Building 16F) and a Nuclear Research Laboratory (Building 22). The D and D work involved dismantling of all process equipment and associated plumbing, ductwork, drain lines, etc. After radiation surveys, floor and wall coverings, suspended ceilings, room partitions, pipe, conduit and electrical gear were taken down as necessary. In addition, underground sewers were excavated. The grounds around each facility were also thoroughly surveyed. Contaminated materials and soil were packaged and shipped to a low-level waste burial site, while nonactive debris was buried in the ANL landfill. Clean, reusable items were saved, and clean metal scrap was sold for salvage. After the decommissioning work, each building was torn down and the site relandscaped. The project was completed in 1985, ahead of schedule, with substantial savings.

Kline, W.H.; Fassnacht, G.F.; Moe, H.J.

1987-07-01T23:59:59.000Z

268

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

DOE Green Energy (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

269

The utilization of uranium industry technology and relevant chemistry to leach uranium from mixed-waste solids  

SciTech Connect

Methods for the chemical extraction of uranium from a number of refractory uranium-containing minerals found in nature have been in place and employed by the uranium mining and milling industry for nearly half a century. These same methods, in conjunction with the principles of relevant uranium chemistry, have been employed at the Oak Ridge National Laboratory (ORNL) to chemically leach depleted uranium from mixed-waste sludge and soil. The removal of uranium from what is now classified as mixed waste may result in the reclassification of the waste as hazardous, which may then be delisted. The delisted waste might eventually be disposed of in commercial landfill sites. This paper generally discusses the application of chemical extractive methods to remove depleted uranium from a biodenitrification sludge and a storm sewer soil sediment from the Y-12 weapons plant in Oak Ridge. Some select data obtained from scoping leach tests on these materials are presented along with associated limitations and observations which might be useful to others performing such test work. 6 refs., 2 tabs.

Mattus, A.J.; Farr, L.L.

1991-01-01T23:59:59.000Z

270

Selective leaching of uranium from uranium-contaminated soils  

SciTech Connect

Three soils and a sediment contaminated with uranium were used to determine the effectiveness of sodium carbonate and citric acid leaching to decontaminate or remove uranium to acceptable regulatory levels. The objective was to selectively extract uranium using a soil washing/extraction process without seriously degrading the soil`s physicochemical characteristics or generating a secondary waste form that would be difficult to manage and/or dispose of. Two of the soils were surface soils from the DOE facility formerly called the Feed Materials Production Center (FMPC) at Fernald, Ohio. One of the soils is from near the Plant 1 storage pad and the other soil was taken from near a waste incinerator used to burn low-level contaminated trash. The third soil was a surface soil from an area formally used as a landfarm for the treatment of spent oils at the Oak Ridge Y-12 Plant. The sediment sample was material sampled from a storm sewer sediment trap at the Oak Ridge Y-12 Plant. Uranium concentrations in the Fernald soils ranged from 450 to 550 {mu}g U/g of soil while the samples from the Y-12 Plant ranged from 150 to 200 {mu}g U/g of soil.

Francis, C.W.; Mattus, A.J.; Farr, L.L.; Lee, S.Y. [Oak Ridge National Lab., TN (United States); Elless, M.P. [Oak Ridge National Lab., TN (United States)]|[Oak Ridge Associated Universities, Inc., TN (United States)

1993-06-01T23:59:59.000Z

271

Use belowground storage tanks to manage stormwater  

Science Conference Proceedings (OSTI)

To meet performance and operating requirements under Resource Conservation and Recovery Act (RCRA), BP Oil`s Toledo Refinery installed two 10-million-gallon (MMgal) concrete belowground storage tanks to replace the existing impoundment ponds. Environmental, safety and operating criteria influenced how this older refinery could cost-effectively replace impoundment ponds without interrupting the production schedule. The north stormwater impoundment pond at BP Oil`s Toledo Refinery had received primary sludge, a RCRA-listed hazardous waste and material exceeding the toxic characteristic limit for benzene (0.5 ppm). Because the pond could not be adapted to meet RCRA standards, it had to be replaced by a system that met these standards and New Source Performance Standards (NSPS). Under normal operating conditions, stormwater was commingled with process wastewater and processed at the wastewater treatment unit (WWTU) before final disposal. However, when flow in the sewer system exceeded the capacity of the WWTU, excess flow was stored in an impoundment system. The case history shows how BP Oil`s project engineers, working with a consulting engineering group and a general contractor (GC), cost-effectively replaced the impoundment pond to handle stormwater runoff for the refinery.

Nedrow, J. [BP Oil Co., Toledo, OH (United States)

1996-01-01T23:59:59.000Z

272

Optimizing the Utility System of a Tissue Paper Mill Using Pinch Technology  

E-Print Network (OSTI)

A tissue paper mill in southern California had existing utility demands of 7.1 MW for the tissue mill (13 MW for the whole site), and 55 MM Btu/hr of fuel gas for the steam boiler. Total utility costs were $12 MM per year. The mill was seriously considering an 11 MW cogeneration system as a means of reducing operating costs. The expected benefits of the cogeneration project were $5.5 MM/yr of savings for an investment of $9 MM. A "pinch" study of the mill was initiated by SCE, with the customer's consent, to explore viable alternative projects that would result in comparable savings at equal or better payback and lower risk. The study identified a group of ten inter-related projects, including process heat recovery, a waste heat boiler and a 2.5 MW gas turbine. Combined savings were $4.5 MM/yr (37% of existing bill) at an estimated capital cost of $6.6 MM. The recommended approach was considered more attractive by the paper mill than the original plan because: (a) the benefits were obtained in a number of different areas -reduced fuel use, reduced power cost, reduced water makeup, reduced wastewater discharge to sewer, and reduced solid wastes to landfill (b) the smaller projects involved lower technical and economic risk, and were easier to implement.

Kumana, J. D.; Sung, R. D.

1989-09-01T23:59:59.000Z

273

Solid Waste Operations Complex W-113, Detail Design Report (Title II). Volume 4: Project cost estimate  

SciTech Connect

The Solid Waste Retrieval Facility--Phase 1 (Project W113) will provide the infrastructure and the facility required to retrieve from Trench 04, Burial ground 4C, contact handled (CH) drums and boxes at a rate that supports all retrieved TRU waste batching, treatment, storage, and disposal plans. This includes (1) operations related equipment and facilities, viz., a weather enclosure for the trench, retrieval equipment, weighing, venting, obtaining gas samples, overpacking, NDE, NDA, shipment of waste and (2) operations support related facilities, viz., a general office building, a retrieval staff change facility, and infrastructure upgrades such as supply and routing of water, sewer, electrical power, fire protection, roads, and telecommunication. Title I design for the operations related equipment and facilities was performed by Raytheon/BNFL, and that for the operations support related facilities including infrastructure upgrade was performed by KEH. These two scopes were combined into an integrated W113 Title II scope that was performed by Raytheon/BNFL. This volume represents the total estimated costs for the W113 facility. Operating Contractor Management costs have been incorporated as received from WHC. The W113 Facility TEC is $19.7 million. This includes an overall project contingency of 14.4% and escalation of 17.4%. A January 2001 construction contract procurement start date is assumed.

NONE

1995-09-01T23:59:59.000Z

274

Optimizing Steam & Condensate System: A Case Study  

E-Print Network (OSTI)

Optimization of Steam & Condensate systems in any process plant results in substantial reduction of purchased energy cost. During periods of natural gas price hikes, this would benefit the plant in controlling their fuel budget significantly, irrespective of the plant's size. This paper highlights the efforts taken by the management of a medium sized specialty chemicals plant in North East Louisiana. This site spent over $19 million in 2007 ($13.7 million for natural gas & $5.6 million for electricity). The site generates steam for its process operation from 3 gas fired boilers at 525-psig pressure. The steam is consumed at 5 process areas; Acid, Basics, Crystals, Derivatives & Hydrogen plants. All of the process areas recover condensate inside their area, utilize it partially, and drain the rest into the sewer. Boiler Feed Water (BFW) is supplied from the water treatment plant located at the Boiler House. The optimization study was conducted at this site, between Jul - Sep 2008, to identify opportunities to reduce the energy cost and to improve the steam system's reliability. The study identified 5 energy cost optimization opportunities that would result in a total cost savings of $1,181,000 annually. The initial estimates indicated that all the 5 projects recommended by the study would have simple payback periods of less than 2 years. This case study is a good example and motivation for all engineers and managers who are responsible for maintaining the efficiency and reliability of small and medium sized steam systems.

Venkatesan, V. V.; Norris, C.

2011-01-01T23:59:59.000Z

275

Evaluation of Residential Hot Water Distribution Ssytems by Numeric Simulation  

SciTech Connect

The objective of this project was to evaluate the performance and economics of various domestic hot water distribution systems in representative California residences. While the greatest opportunities for improved efficiency occur in new construction, significant improvements can also be made in some existing distribution systems. Specific objectives of the project tasks were: (1) Simulate potential energy savings of, perform cost-benefit analyses of, and identify market barriers to alternative new systems. (2) Simulate potential energy savings of, perform cost-benefit analyses of, and identify market barriers to maintenance, repair, and retrofit modifications of existing systems. (3) Evaluate potential impact of adopting alternative hot water distribution systems and report project findings. The outcome of this project is to provide homeowners, homebuilders, systems suppliers, municipal code officials and utility providers (both electric and water/sewer) with a neutral, independent, third party, cost-benefit analysis of alternative hot water distribution systems for use in California. The results will enable these stakeholders to make informed decisions regarding which system is most appropriate for use.

Wendt, ROBERT

2005-08-17T23:59:59.000Z

276

A Collaborative Effort to Address the Distribution of Plutonium-Contaminated Sludge in Livermore, California  

E-Print Network (OSTI)

For over a half-century, the U.S. Department of Energy nuclear weapons laboratory in Livermore, California has worked with plutonium in the course of its mission to research and develop nuclear weapons. Plutonium releases via the Laboratory’s sewer system resulted in the contamination of sewage sludge that was distributed and used widely as soil conditioner in parks, landscaping around public buildings, and in home lawns and gardens. The amount of sludge distributed and the concentration of the radioactivity in the sludge are uncertain. In 1999, research was undertaken to investigate the historic distribution of sewage sludge (1958-1976) in Livermore. Navigating the uncertainties surrounding the sludge distribution more than forty years after it began presented an enormous ethical challenge. Community members who received the sludge at no cost were not told that the sludge they received may have been contaminated with plutonium, and the log-book that had recorded the names and addresses of sludge recipients had disappeared. The half-life of weapons-grade plutonium is about 24,000 years. Therefore, former, current, and future Livermore residents are at potential increased risk of cancer and other health impacts from their largely unrecognized and therefore unavoidable

Patrice Sutton; A Jacqueline Cabasso; A Tracy Barreau; B Marylia Kelley C

2007-01-01T23:59:59.000Z

277

Stationary low power reactor No. 1 (SL-1) accident site decontamination & dismantlement project  

SciTech Connect

The Army Reactor Area (ARA) II was constructed in the late 1950s as a test site for the Stationary Low Power Reactor No. 1 (SL-1). The SL-1 was a prototype power and heat source developed for use at remote military bases using a direct cycle, boiling water, natural circulation reactor designed to operate at a thermal power of 3,000 kW. The ARA II compound encompassed 3 acres and was comprised of (a) the SL-1 Reactor Building, (b) eight support facilities, (c) 50,000-gallon raw water storage tank, (d) electrical substation, (e) aboveground 1,400-gallon heating oil tank, (f) underground 1,000-gallon hazardous waste storage tank, and (g) belowground power, sewer, and water systems. The reactor building was a cylindrical, aboveground facility, 39 ft in diameter and 48 ft high. The lower portion of the building contained the reactor pressure vessel surrounded by gravel shielding. Above the pressure vessel, in the center portion of the building, was a turbine generator and plant support equipment. The upper section of the building contained an air cooled condenser and its circulation fan. The major support facilities included a 2,500 ft{sup 2} two story, cinder block administrative building; two 4,000 ft{sup 2} single story, steel frame office buildings; a 850 ft{sup 2} steel framed, metal sided PL condenser building, and a 550 ft{sup 2} steel framed decontamination and laydown building.

Perry, E.F.

1995-11-01T23:59:59.000Z

278

Problems Encountered During the Radiological Remediation of Old Buildings  

SciTech Connect

With several military base closures resulting in property transfer to public use and the decommissioning of many legacy waste facilities, the opportunity for remediation of older buildings is increasing. Along with these projects, come several problems that could give the potential remediator some surprises. During the preconstruction and planning phases of the original construction activities, several generations of drawings were most likely produced for approval and permit submittal. Over the years, buildings may undergo several renovations with or without the full characterization or remediation that should be done when radioactive materials are used on a site. New walls or floors may be built over the original construction materials. Contamination in and around the building may have resulted from processes that were accepted at the time or from inadvertent activities that may have been covered up, including accidental spills. Many buildings contain hidden rooms or accesses that over time became useless and have been closed up or over, these areas may not be very obvious. When characterizing a building the effluents of the building are usually forgotten, sewer lines are important areas to investigate. All these items could cause a remediator to overlook a potentially highly contaminated area. With more of these facilities being turned over for public use, correctly characterizing these buildings will become a more common problem.

Krieger, K. V.; Schillings, D. C.

2003-02-25T23:59:59.000Z

279

Radiological assessment report for the Lansdowne property, 105-107 East Stratford Avenue, Lansdowne, Pennsylvania, October-December 1984  

Science Conference Proceedings (OSTI)

Areas with elevated levels of radioactivity were found throughout both residences, as well as on the surrounding property. Contamination was also found in the garage behind the 105 East structure. The 105 East residence had substantially more contamination than the 107 East residence, as was expected. The chimneys, particularly the rear chimney, from the 105 East residence had extensive contamination, indicating that contaminated materials may have been burned at the site. The high background radiation emanating from this residence made it difficult to establish the relatively lower levels of contamination in the 107 East residence. The property surrounding the 105 East residence was found to have substantial contamination scattered throughout, with the highest level occurring in the backyard. The soil surface contamination seemed to drop markedly (but not entirely) at the property lines. The property surrounding 107 East was found to be less contaminated, although the background radiation emanating from the adjoining area made it difficult to establish the degree of surface or near-surface contamination from surface surveys. Subsurface investigation of the soil surrounding the structure indicated that radium contamination was widespread and extended to a depth of eight feet at some locations. There was evidence that some of this contamination extended onto adjoining properties and may have been transported off the site via subsurface migration. Additionally, analysis of samples from access points in the residence sewer system effluent established that the system was contaminated. 3 refs., 26 figs., 13 tabs.

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

1985-09-01T23:59:59.000Z

280

Landlord Program multi-year program plan fiscal year 1995 WBS 7.5  

Science Conference Proceedings (OSTI)

The Landlord Program mission is to maintain, preserve, or upgrade the strategic assets of the Hanford Site to meet the overall cleanup mission. This encompasses innovative, appropriate, and cost effective general purpose infrastructure support, services, and long range strategic site planning that is the foundation for seven major Hanford programs. These programs are (1) Environmental Restoration, (2) Tank Waste Remediation System, (3) Solid/Liquid Waste Decontamination, (4) Facility Transition, (5) Spent Fuel, (6) Technology Development, and (7) the Multi-Program Laboratory. General infrastructure support consists of facilities, systems, and equipment that by design or use are not essentially dedicated to a single program mission. Facilities include laboratories, shops, warehouses, and general work space. Systems include electrical, process sewers, rail, roads, telecommunications, water, fire and emergency response, and steam supply and distribution. Funding also supports capital equipment critical to maintaining, upgrading, or operating the general infrastructure. Paramount to these objectives is compliance with all applicable laws, orders, agreements, codes, standards, best management and safety practices. The objectives for general infrastructure support are reflected in five programmatic functions, (1) Program Integration, (2) Capital Equipment, (3) Expense Funded Projects, (4) General Plant Projects, and (5) Line Items.

Young, C.L.

1994-09-26T23:59:59.000Z

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.


281

Categorical Exclusion Determinations: American Recovery and Reinvestment  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

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

282

Demonstration of a utility industry horizontal drilling system: Horizontal well AMH-5 installation report  

SciTech Connect

The Department of Energy`s Office of Technology Development initiated an integrated demonstration of innovative technologies and systems for cleanup of VOCs in soils and groundwater at the Savannah River Site (SRS) in 1989. The overall goal of the program is demonstration of multiple technologies and systems in the fields of drilling, characterization, monitoring, and remediation at a single test bed. Innovative technologies are compared to one another and to baseline technologies in terms of technical performance and cost effectiveness. Transfer of successfully demonstrated technologies and systems to DOE environmental restoration organizations, to other government agencies, and to industry is a critical part of the program. Directional drilling has been shown to be a successful technique for enhancing access to the subsurface, thus improving remediation systems, especially remediation systems which perform in situ. Demonstration of an innovative directional drilling system at the Integrated Demonstration Site at the SRS, was initiated in June of 1992. The directional drilling system was designed to install an in situ remediation system. The drilling system is an experimental compaction/dry drilling technique developed by Charles Machine Works (Ditch Witch{reg_sign}) of Perry, Oklahoma. A horizontal well was installed in the M Area of the SRS below and parallel to an abandoned tile process sewer line. The installation of the horizontal well was a two-part process. Part one consisted of drilling the borehole, and part two was the horizontal well completion.

Not Available

1992-12-31T23:59:59.000Z

283

Solid Waste Operations Complex W-113, Detail Design Report (Title II). Volume 3: Specifications  

SciTech Connect

The Solid Waste Retrieval Facility--Phase 1 (Project W113) will provide the infrastructure and the facility required to retrieve from Trench 04, Burial ground 4C, contact handled (CH) drums and boxes at a rate that supports all retrieved TRU waste batching, treatment, storage, and disposal plans. This includes (1) operations related equipment and facilities, viz., a weather enclosure for the trench, retrieval equipment, weighing, venting, obtaining gas samples, overpacking, NDE, NDA, shipment of waste and (2) operations support related facilities, viz., a general office building, a retrieval staff change facility, and infrastructure upgrades such as supply and routing of water, sewer, electrical power, fire protection, roads, and telecommunication. Title I design for the operations related equipment and facilities was performed by Raytheon/BNFL, and that for the operations support related facilities including infrastructure upgrade was performed by KEH. These two scopes were combined into an integrated W113 Title II scope that was performed by Raytheon/BNFL. Volume 3 is a compilation of the construction specifications that will constitute the Title II materials and performance specifications. This volume contains CSI specifications for non-equipment related construction material type items, performance type items, and facility mechanical equipment items. Data sheets are provided, as necessary, which specify the equipment overall design parameters.

NONE

1995-09-01T23:59:59.000Z

284

Solid Waste Operations Complex W-113, Detail Design Report (Title II). Volume 1: Title II design report  

SciTech Connect

The Solid Waste Retrieval Facility--Phase 1 (Project W113) will provide the infrastructure and the facility required to retrieve from Trench 04, Burial ground 4C, contact handled (CH) drums and boxes at a rate that supports all retrieved TRU waste batching, treatment, storage, and disposal plans. This includes (1) operations related equipment and facilities, viz., a weather enclosure for the trench, retrieval equipment, weighing, venting, obtaining gas samples, overpacking, NDE, NDA, shipment of waste and (2) operations support related facilities, viz., a general office building, a retrieval staff change facility, and infrastructure upgrades such as supply and routing of water, sewer, electrical power, fire protection, roads, and telecommunication. Title I design for the operations related equipment and facilities was performed by Raytheon/BNFL, and that for the operations support related facilities including infrastructure upgrade was performed by KEH. These two scopes were combined into an integrated W113 Title II scope that was performed by Raytheon/BNFL. Volume 1 provides a comprehensive narrative description of the proposed facility and systems, the basis for each of the systems design, and the engineering assessments that were performed to support the technical basis of the Title II design. The intent of the system description presented is to provide WHC an understanding of the facilities and equipment provided and the A/E`s perspective on how these systems will operate.

NONE

1995-09-01T23:59:59.000Z

285

Radiological Instrumentation Assessment for King County Wastewater Treatment Division  

SciTech Connect

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

286

Corrective Action Investigation Plan for Corrective Action Unit 428: Area 3 Septic Waste Systems 1 and 5, Tonopah Test Range, Nevada, REVISION 0, march 1999  

Science Conference Proceedings (OSTI)

The Corrective Action Investigation Plan for Corrective Action Unit 428, Area 3 Septic Waste Systems 1 and 5, has been developed in accordance with the Federal Facility Agreement and Consent Order that was agreed to by the U. S. Department of Energy, Nevada Operations Office; the State of Nevada Division of Environmental Protection; and the U. S. Department of Defense. Corrective Action Unit 428 consists of Corrective Action Sites 03- 05- 002- SW01 and 03- 05- 002- SW05, respectively known as Area 3 Septic Waste System 1 and Septic Waste System 5. This Corrective Action Investigation Plan is used in combination with the Work Plan for Leachfield Corrective Action Units: Nevada Test Site and Tonopah Test Range, Nevada , Rev. 1 (DOE/ NV, 1998c). The Leachfield Work Plan was developed to streamline investigations at leachfield Corrective Action Units by incorporating management, technical, quality assurance, health and safety, public involvement, field sampling, and waste management information common to a set of Corrective Action Units with similar site histories and characteristics into a single document that can be referenced. This Corrective Action Investigation Plan provides investigative details specific to Corrective Action Unit 428. A system of leachfields and associated collection systems was used for wastewater disposal at Area 3 of the Tonopah Test Range until a consolidated sewer system was installed in 1990 to replace the discrete septic waste systems. Operations within various buildings at Area 3 generated sanitary and industrial wastewaters potentially contaminated with contaminants of potential concern and disposed of in septic tanks and leachfields. Corrective Action Unit 428 is composed of two leachfield systems in the northern portion of Area 3. Based on site history collected to support the Data Quality Objectives process, contaminants of potential concern for the site include oil/ diesel range total petroleum hydrocarbons, and Resource Conservation and Recovery Act characteristic volatile organic compounds, semivolatile organic compounds, and metals. A limited number of samples will be analyzed for gamma- emitting radionuclides and isotopic uranium from four of the septic tanks and if radiological field screening levels are exceeded. Additional samples will be analyzed for geotechnical and hydrological properties and a bioassessment may be performed. The technical approach for investigating this Corrective Action Unit consists of the following activities: (1) Perform video surveys of the discharge and outfall lines. (2) Collect samples of material in the septic tanks. (3) Conduct exploratory trenching to locate and inspect subsurface components. (4) Collect subsurface soil samples in areas of the collection system including the septic tanks and outfall end of distribution boxes. (5) Collect subsurface soil samples underlying the leachfield distribution pipes via trenching. (6) Collect surface and near- surface samples near potential locations of the Acid Sewer Outfall if Septic Waste System 5 Leachfield cannot be located. (7) Field screen samples for volatile organic compounds, total petroleum hydrocarbons, and radiological activity. (8) Drill boreholes and collect subsurface soil samples if required. (9) Analyze samples for total volatile organic compounds, total semivolatile organic compounds, total Resource Conservation and Recovery Act metals, and total petroleum hydrocarbons (oil/ diesel range organics). Limited number of samples will be analyzed for gamma- emitting radionuclides and isotopic uranium from particular septic tanks and if radiological field screening levels are exceeded. (10) Collect samples from native soils beneath the distribution system and analyze for geotechnical/ hydrologic parameters. (11) Collect and analyze bioassessment samples at the discretion of the Site Supervisor if total petroleum hydrocarbons exceed field- screening levels.

DOE /NV

1999-03-26T23:59:59.000Z

287

VOCs in Non-Arid Soils Integrated Demonstration: Technology summary  

Science Conference Proceedings (OSTI)

The Volatile Organic Compounds (VOCs) in Non-Arid Soils Integrated Demonstration (ID) was initiated in 1989. Objectives for the ID were to test the integrated demonstration concept, demonstrate and evaluate innovative technologies/systems for the remediation of VOC contamination in soils and groundwater, and to transfer technologies and systems to internal and external customers for use in fullscale remediation programs. The demonstration brought together technologies from DOE laboratories, other government agencies, and industry for demonstration at a single test bed. The Savannah River Site was chosen as the location for this ID as the result of having soil and groundwater contaminated with VOCS. The primary contaminants, trichlorethylene and tetrachloroethylene, originated from an underground process sewer line servicing a metal fabrication facility at the M-Area. Some of the major technical accomplishments for the ID include the successful demonstration of the following: In situ air stripping coupled with horizontal wells to remediate sites through air injection and vacuum extraction; Crosshole geophysical tomography for mapping moisture content and lithologic properties of the contaminated media; In situ radio frequency and ohmic heating to increase mobility, of the contaminants, thereby speeding recovery and the remedial process; High-energy corona destruction of VOCs in the off-gas of vapor recovery wells; Application of a Brayton cycle heat pump to regenerate carbon adsorption media used to trap VOCs from the offgas of recovery wells; In situ permeable flow sensors and the colloidal borescope to determine groundwater flow; Chemical sensors to rapidly quantify chlorinated solvent contamination in the subsurface; In situ bioremediation through methane/nutrient injection to enhance degradation of contaminants by methanotrophic bateria.

Not Available

1994-02-01T23:59:59.000Z

288

Municipal solid waste management in Lahore City District, Pakistan  

SciTech Connect

This study deals with generation, composition, collection, transportation, and disposal, as well as the present cost of the waste management on the basis of 60% collection of the total waste and the cost of proposed improved system of management on the basis of 100% waste collection using the IWM-2 LCI model. A GIS map of Data Ganj Bakhsh Town (DGBT) of Lahore City District showing communal storage facilities is also provided. DGBT has a population of 1,624,169 living in 232,024 dwellings. The total waste generated per year is 500,000 tons, or 0.84/kg/cap/day. Presently 60% of the MSW is collected and disposed in open dumps, while 40% is not collected and lies along roadsides, streets railway lines, depressions, vacant plots, drains, storm drains and open sewers. In DGBT, 129 containers of 5-m{sup 3} capacity, 120 containers of 10-m{sup 3} capacity and 380 skips of 2.5-m{sup 3} capacity are placed for waste collection. The overall collection and disposal cost of the MSW of DGBT is $3,177,900/yr, which is $10.29/ton. Modeling was conducted using the IWM-2 model for improved collection and disposal on the basis of 100% service, compared to the current 60% service. The modelled cost is $8.3/per ton, which is 20% less than the present cost, but the overall cost of 100% collection and disposal increases to $4,155,737/yr.

Batool, Syeda Adila [Department of Space Science, Punjab University, Lahore (Pakistan)], E-mail: aadila_batool@yahoo.com; Muhammad Nawaz Ch [College of Earth and Environmental Sciences, University of the Punjab, Lahore (Pakistan)], E-mail: muhammadnawazchaudhry@yahoo.com

2009-06-15T23:59:59.000Z

289

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

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

290

Postconstruction report for the mercury tanks interim action at the Oak Ridge Y-12 Plant, Oak Ridge, Tennessee  

SciTech Connect

Three underground concrete settling tanks (tanks 2101-U, 2104-U, and 2100-U) at the Y-12 Plant on the Oak Ridge Reservation in Oak Ridge, Tennessee, contained contaminated sludges contributing mercury to the Upper East Fork Poplar Creek (UEFPC). These tanks were cleaned out as an interim action under the Comprehensive Environmental Response, Compensation, and Liability Act as part of the Reduction of Mercury in Plant Effluent subproject. Cleaning out these tanks prevented the sludge that had settled in the bottom from resuspending and carrying mercury into UEFPC. Tanks 2104-U and 2100-U were returned to service and will continue to receive effluent from buildings 9201-4 and 9201-5. Tank 2101-U had been abandoned and its effluent redirected to Tank 2100-U during previous activities. This interim action permanently sealed Tank 2101-U from the storm sewer system. Upon removal of materials and completion of cleanup, inspections determined that the project`s cleanup criteria had been met. The structural integrity of the tanks was also inspected, and minor cracks identified in tanks 2101-U and 2104-U were repaired. This project is considered to have been completed successfully because it met its performance objectives as addressed in the Interim Record of Decision and the work plan: to remove the waste from the three storage tanks; to ensure that the tanks were cleaned to the levels specified; to return tanks 2100-U and 2104-U to service; to isolate Tank 2101-U permanently; and to manage the wastes in an appropriate fashion.

Voskuil, T.L.

1993-09-01T23:59:59.000Z

291

Corrective Action Decision Document/Closure Report for Corrective Action 405: Area 3 Septic Systems, Tonopah Test Range, Nevada Rev. No.: 0, April 2002  

SciTech Connect

This Corrective Action Decision Document/Closure Report (CADD/CR) has been prepared for Corrective Action Unit (CAU) 405, Area 3 Septic Systems, in accordance with the Federal Facility Agreement and Consent Order. Located on the Tonopah Test Range (TTR) approximately 235 miles north of Las Vegas, Nevada, CAU 405 consists of three Corrective Action Sites (CASs): 03-05-002-SW03, Septic Waste System (aka: Septic Waste System [SWS] 3); 03-05-002-SW04, Septic Waste System (aka: SWS 4); 03-05-002-SW07, Septic Waste System (aka: SWS 7). The CADD and CR have been combined into one report because no further action is recommended for this CAU, and this report provides specific information necessary to support this recommendation. The CAU consists of three leachfields and associated collection systems that were installed in or near Area 3 for wastewater disposal. These systems were used until a consolidated sewer system was installed in 1990. Historically, operations within various buildin gs in and near Area 3 of the TTR generated sanitary and industrial wastewaters. There is a potential that contaminants of concern (COCs) were present in the wastewaters and were disposed of in septic tanks and leachfields. The justification for closure of this CAU without further action is based on process knowledge and the results of the investigative activities. Closure activities were performed at these CASs between January 14 and February 2, 2002, and included the removal and proper disposal of media containing regulated constituents and proper closure of septic tanks. No further action is appropriate because all necessary activities have been completed. No use restrictions are required to be imposed for these sites since the investigation showed no evidence of COCs identified in the soil for CAU 405.

IT Coroporation, Las Vegas, NV

2002-04-17T23:59:59.000Z

292

Source Characterization and Pretreatment Evaluation of Pharmaceuticals and Personal Care Products in Healthcare Facility Wastewater  

E-Print Network (OSTI)

Healthcare facility wastewaters are a potentially important and under characterized source of pharmaceuticals and personal care products to the environment. In this study the composition and magnitude of pharmaceuticals and personal care products (PPCPs) released into a single municipality’s wastewater system from a hospital, a nursing care facility, an assisted living facility and an independent living facility are presented for 54 pharmaceuticals, 8 hormones and 31 Alkylphenol ethoxylates (APEOs). Chemical oxidation using molecular ozone and advanced oxidation processes (AOPs) (UV-hydrogen peroxide, Fenton’s Reagent, and Photo – Fenton’s Reagent) were screened and evaluated as potential treatment technologies for removal of APEOs in water and wastewater. In this research, APEOs were found to be dominant PPCP class out of 94 individual analytes measured, accounting for more than 65% of the total mass loading observed leaving the healthcare facility wastewater. Seventy one out of the total measured PPCPs were detected in wastewater from at least one of the facilities. Healthcare facility wastewater are the source of PPCPs to the environment; however, their contribution to the total magnitude of PPCPs in municipal wastewater and the surrounding environment will be determined by the relative flow contribution of wastewater released from the facility to the municipal sewer network. Molecular ozone and advanced oxidation processes were observed to remove APEOs from analyzed water matrices; however, understanding the product formation during the oxidation process is important before concluding a suitable treatment process. Molecular ozone reacted selectively with the double bond in the APEO while AOPs reaction was non selective oxidation. During the AOPs, OH· formation rate and scavenging rate constant of wastewater was found to be the factors governing the oxidation process. Thus, the research carried out informs a risk management decisions concerning the prevalence of PPCPs in the wastewater and use of oxidation systems as a treatment technologies for removal of PPCPs.

Nagarnaik, Pranav Mukund

2011-05-01T23:59:59.000Z

293

Closure Report for Corrective Action Unit 151: Septic Systems and Discharge Area, Nevada Test Site, Nevada  

SciTech Connect

Corrective Action Unit (CAU) 151 is identified in the Federal Facility Agreement and Consent Order (FFACO) as Septic Systems and Discharge Area. CAU 151 consists of the following eight Corrective Action Sites (CASs), located in Areas 2, 12, and 18 of the Nevada Test Site, approximately 65 miles northwest of Las Vegas, Nevada: (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). CAU 151 closure activities were conducted according to the FFACO (FFACO, 1996; as amended February 2008) and the Corrective Action Plan for CAU 151 (U.S. Department of Energy, National Nuclear Security Administration Nevada Site Office, 2007) from October 2007 to January 2008. The corrective action alternatives included no further action, clean closure, and closure in place with administrative controls. CAU 151 closure activities are summarized in Table 1. Closure activities generated liquid remediation waste, sanitary waste, hydrocarbon waste, and mixed waste. Waste generated was appropriately managed and disposed. Waste that is currently staged onsite is being appropriately managed and will be disposed under approved waste profiles in permitted landfills. Waste minimization activities included waste characterization sampling and segregation of waste streams. Some waste exceeded land disposal restriction limits and required offsite treatment prior to disposal. Other waste meeting land disposal restrictions was disposed of in appropriate onsite or offsite landfills. Waste disposition documentation is included as Appendix C.

NSTec Environmental Restoration

2008-04-01T23:59:59.000Z

294

Paraho environmental data. Part I. Process characterization  

DOE Green Energy (OSTI)

Most of the process characterization environmental data were obtained during 1977-1978 when both Paraho retorts were operated in the Direct Heat Mode to produce 100,000 barrels of crude shale oil for testing by the US Navy. The data compiled in this volume is arranged into the four categories, solids, liquids, gases and quality assurance. Included in the raw shale category are the following: raw shale feed, crushed and screened for feedstock to the Paraho retorts; raw shale fines, the - 1/2'' (minus one-half inch) material rejected from the crushing and polishing screen operations; raw shale dust, collected from the raw shale dust baghouse. Any fugitive dust emission data are not compiled in this volume. Included in the retorted shale category are the material conveyed to the disposal area and the retorted shale dust collected from the retorted shale dust baghouse. Liquids include crude shale oil and process water. Crude shale oil samples include wet oil from the run-down tanks and the dry oil from the oil-water separation tanks. Since the water is removed in the laboratory before performing chemical analyses, the data from the two oil samples are presented together. Process water includes the following: product water drained from the crude shale oil; process water, condensed and drained from the recycle gas blower and lines; evaporation pond, a collection of waters from the industrial sewer system, leachate from the retorted shale, and surface runoff from the retorting, shale disposal and oil storage areas. Included in the gases are the recycle, or product, gas and the stack gas from the thermal oxidizer. Not compiled in this volume are the fugitive gas emission data.

Heistand, R.N.; Richardson, K.L.

1980-04-01T23:59:59.000Z

295

Director of Consolidated Public Works Recording Secretary  

E-Print Network (OSTI)

A three-member board to exercise authority over the planning and design of streets, including the alignment and grade of the street and also the drainage of the contiguous areas. 1910 Board of Survey establishes specifications for street layouts. 1913 Five member Planning Board formed to make studies of resource possibilities and needs of the city. 1914 Membership of Planning Board resigns. 1915 Planning Board reconstructed with five new members. 1921 By City Council Ordinance, the Board of Survey is combined with the Planning Board to form the Board of Survey and Planning consisting of three members and a clerk. The Clerk is to be a city engineer. 1923 By an act of the State Legislature, the Board of Survey is combined with the Planning Board to form the Board of Survey and Planning with a five-member board. The first task is to zone the City. 1924 Board of Survey and Planning officially organized on February 12, 1924. 1933 Board of Survey and Planning voted to recommend to the Slate Department of Public Works that Route 128 be built between Bear Hill and Prospect Hill. 1934 Overpass at Beaver Brook and Main Street Railroad crossing planned by the Board of Survey and Planning. 1946 By City Ordinance, no development shall be accepted unless the developer provides sewer and drainage. 1950 Board of Survey and Planning studies new zoning for the City. 1953 By City Ordinance, all new subdivisions will be required to have water mains and services installed by the developer in its entirety.

S. Anthony Devito; Priscilla Lane; John Tashjian; Janice E. Deveney

1997-01-01T23:59:59.000Z

296

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

Science Conference Proceedings (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

297

Marine biomass system: anaerobic digestion and production of methane  

DOE Green Energy (OSTI)

Two approaches to kelp conversion to methane are described. First, a large (10.56 mi/sup 2/) oceanic farm using an artificial substrate and an upwelling system to deliver nutrient-rich deep ocean water to the kelp bed is described. This system can yield as much as 50 tons of kelp (dry ash free - DAF) per acre-year. Kelp are harvested by a specially designed 30,000 DWT ship and delivered to an onshore processing plant as a ground kelp slurry. The second system involves the use of a natrual coastal kelp bed. Growth rates in this bed are stimulated by a nutrient rich sewer outfall. A conceptual model is presented for calculation of the growth rate of kelp in this natural bed which can reach 15 tons (DAF) per acre-year. The harvest activity and processing plant are similar to those for oceanic farm system. In the next section of this report, the overall concept of kelp production and conversion to methane is discussed. In Section III the general design of the ocean farm system is presented and discussed while Section IV contains a similar description for the natural bed system. Section V presents the capital requirements and operational labor, resources and material requirements. Section VI describes the environmental residuals created by the operation of either system and, to the extent possible, quantifies the rate at which these residuals are generated. In addition to the technical data reported herein, cost data have been generated for the various processes and components utilized in each solar technology. The requirements for costing information basically arise from the need to compute parameters such as investment demands, employment patterns, material demands and residual levels associated with each technology for each of several national and regional scenarios.

Haven, K.F.; Henriquez, M.; Ritschard, R.L.

1979-04-01T23:59:59.000Z

298

Radiological monitoring plan for the Oak Ridge Y-12 Plant: Surface Water  

Science Conference Proceedings (OSTI)

The Y-12 Plant conducts a surface water monitoring program in response to DOE Orders and state of Tennessee requirements under the National Pollutant Discharge Elimination System (NPDES). The anticipated codification of DOE Order 5400.5 for radiation protection of the public and the environment (10 CFR Part 834) will require an environmental radiation protection plan (ERPP). The NPDES permit issued by the state of Tennessee requires a radiological monitoring plan (RMP) for Y-12 Plant surface waters. In a May 4, 1995 memo, the state of Tennessee, Division of Water Pollution Control, stated their desired needs and goals regarding the content of RMPs, associated documentation, and data resulting from the RMPs required under the NPDES permitting system (L. Bunting, General Discussion, Radiological Monitoring Plans, Tennessee Division of Water Pollution Control, May 4,1995). Appendix A provides an overview of how the Y-12 Plant will begin to address these needs and goals. It provides a more complete, documented basis for the current Y-12 Plant surface water monitoring program and is intended to supplement documentation provided in the Annual Site Environmental Reports (ASERs), NPDES reports, Groundwater Quality Assessment Reports, and studies conducted under the Y-12 Plant Environmental Restoration (ER) Program. The purpose of this update to the Y-12 Plant RMP is to satisfy the requirements of the current NPDES permit, DOE Order 5400.5, and 10 CFR Part 834, as current proposed, by defining the radiological monitoring plan for surface water for the Y-12 Plant. This plan includes initial storm water monitoring and data analysis. Related activities such as sanitary sewer and sediment monitoring are also summarized. The plan discusses monitoring goals necessary to determine background concentrations of radionuclides, to quantify releases, determine trends, satisfy regulatory requirements, support consequence assessments, and meet requirements that releases be ``as low as reasonably achievable`` (ALARA).

NONE

1997-10-01T23:59:59.000Z

299

Advances in technology for the construction of deep-underground facilities  

SciTech Connect

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

300

Estimation of uranium and cobalt-60 distribution coefficients and uranium-235 enrichment at the Combustion Engineering Company site in Windsor, Connecticut  

SciTech Connect

Site-specific distribution coefficients for uranium isotopes and cobalt-60 (Co-60) and the fraction of uranium-235 (U-235) enrichment by mass were estimated for environmental samples collected from the Combustion Engineering Company site in Windsor, CT. This site has been identified for remedial action under the US Department of Energy`s (DOE) Formerly Utilized Sites Remedial Action Program. The authority of DOE at the Combustion Engineering site is limited to (1) Building 3; (2) other activities or areas associated exclusively with Building 3 (such as sewer lines); or (3) contamination that is exclusively highly enriched uranium. In this study, 16 samples were collected from the Combustion Engineering site, including 8 soil, 4 sediment, 3 water, and 1 water plus sludge sample. These samples were analyzed for isotopic uranium by alpha spectrometry and for Co-60 by gamma spectrometry. The site-specific distribution coefficient for each isotope was estimated as the ratio of extractable radionuclide activity in the solid phase to the activity in the contact solution following a 19-day equilibration. The uranium activity measurements indicate that uranium-234 (U-234) and uranium-238 (U-238) were in secular equilibrium in two soil samples and that soil and sediment samples collected from other sampling locations had higher U-234 activity than U-238 activity in both the solid and solution phases. The site-specific distribution coefficient (Kd) ranged from 82 to 44,600 mL/g for U-238 and from 102 to 65,900 mL/g for U-234. Calculation of U-235 enrichment by mass indicated that four soil samples had values greater than 0.20; these values were 0.37, 0.38, 0.46, and 0.68. Cobalt-60 activity was detected in only three sediment samples. The measured Co-60 activity in the solid phase ranged from 0.15 to 0.45 pCi/g and that in the water phase of all three samples combined was 4 pCi/L. The Kd value for Co-60 in the site brook sediment was calculated to be 70 mL/g.

Wang, Y.; Orlandini, K.A.; Yu, C.

1996-05-01T23:59:59.000Z

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,
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We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


301

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

SciTech Connect

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

302

Corrective Action Plan for Corrective Action Unit 428: Area 3 Septic Waste Systems 1 and 5 Tonopah Test Range, Nevada  

SciTech Connect

Area 3 Septic Waste Systems 1 and 5 are located in Area 3 of the Tonopah Test Range (TTR) (Figure 1). The site is listed in the Federal Facility Agreement and Consent Order (FFACO, 1996) as Corrective Action Unit (CAU) 428 and includes Corrective Action Sites 03-05-002-SW01 (Septic Waste System 1 [SWS 1]), and 03-05-002-SW05 (Septic Waste System 5 [SWS 5]). The site history for the CAU is provided in the Corrective Action Investigation Plan (U.S. Department of Energy, Nevada Operations Office [DOE/NV], 1999). SWS 1 consists of two leachfields and associated septic tanks. SWS 1 received effluent from both sanitary and industrial sources from various buildings in Area 3 of the TTR (Figure 2). SWS 5 is comprised of one leachfield and outfall with an associated septic tank. SWS 5 received effluent from sources in Building 03-50 in Area 3 of the TTR (Figure 2). Both systems were active until 1990 when a consolidated sewer system was installed. The purpose of this Corrective Action Plan (CAP) is to provide the strategy and methodology to close the Area 3 SWS 1 and 5. The CAU will be closed following state and federal regulations and the FFACO (1996). Site characterization was done during May and June 1999. Samples of the tank contents, leachfield soil, and soil under the tanks and pipes were collected. The results of the characterization were reported in the Corrective Action Decision Document (CADD) (DOE/NV, 2000). Additional sampling was done in May 2000, the results of which are presented in this plan. Soil sample results indicated that two constituents of concern were detected above Preliminary Action Levels (PALs). Total arsenic was detected at a concentration of 68.7 milligrams per kilogram (mg/kg). The arsenic was found under the center distribution line at the proximal end of the SWS 5 Leachfield (Figure 3). Total benzo(a)pyrene was detected at a concentration of 480 micrograms per kilogram ({micro}g/kg). The benzo(a)pyrene was found in the soil under the discharge line at SWS 1 Septic Tank 33-1A (Figure 3). These concentrations are above the PALs of 3.0 mg/kg and 360 {micro}g/kg, respectively (DOE/NV, 1999) but are below the hazardous regulatory levels for these constituents. The soil will be excavated and disposed in the Nevada Test Site (NTS) Area 23 Sanitary Landfill.

D. S. Tobiason

2000-08-01T23:59:59.000Z

303

Closure Report for Corrective Action Unit 261: Area 25 Test Cell A Leachfield System, Nevada Test Site, Nevada  

Science Conference Proceedings (OSTI)

The purpose of this Closure Report (CR) is to provide documentation of the completed corrective action at the Test Cell A Leachfield System and to provide data confirming the corrective action. The Test Cell A Leachfield System is identified in the Federal Facility Agreement and Consent Order (FFACO) of 1996 as Corrective Action Unit (CAU) 261. Remediation of CAU 261 is required under the FFACO (1996). CAU 261 is located in Area 25 of the Nevada Test Site (NTS) which is approximately 140 kilometers (87 miles) northwest of Las Vegas, Nevada (Figure 1). CAU 261 consists of two Corrective Action Sites (CASS): CAS 25-05-01, Leachfield; and CAS 25-05-07, Acid Waste Leach Pit (AWLP) (Figures 2 and 3). Test Cell A was operated during the 1960s and 1970s to support the Nuclear Rocket Development Station. Various operations within Building 3124 at Test Cell A resulted in liquid waste releases to the Leachfield and the AWLP. The following existing site conditions were reported in the Corrective Action Decision Document (CADD) (U.S. Department of Energy, Nevada Operations Office [DOE/NV], 1999): Soil in the leachfield was found to exceed the Nevada Division of Environmental Protection (NDEP) Action Level for petroleum hydrocarbons, the U.S. Environmental Protection Agency (EPA) preliminary remediation goals for semi volatile organic compounds, and background concentrations for strontium-90; Soil below the sewer pipe and approximately 4.5 meters (m) (15 feet [ft]) downstream of the initial outfall was found to exceed background concentrations for cesium-137 and strontium-90; Sludge in the leachfield septic tank was found to exceed the NDEP Action Level for petroleum hydrocarbons and to contain americium-241, cesium-137, uranium-234, uranium-238, potassium-40, and strontium-90; No constituents of concern (COC) were identified at the AWLP. The NDEP-approved CADD (DOWNV, 1999) recommended Corrective Action Alternative 2, ''Closure of the Septic Tank and Distribution Box, Partial Excavation, and Administrative Controls.'' The corrective action was performed following the NDEP-approved Corrective Action Plan (CAP) (DOE/NV, 2000).

T. M. Fitzmaurice

2001-04-01T23:59:59.000Z

304

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

Science Conference Proceedings (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

305

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

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

306

Annual Site Environmental Report: 2003  

SciTech Connect

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

307

Evaluation of Trenchless Installation Technology for Radioactive Wastewater Piping Applications  

SciTech Connect

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

308

Annual Site Environmental Report: 2008 (ASER)  

Science Conference Proceedings (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

309

Supplemental Radiological Survey Plan for the Lease of the Rooms Associated with C107 of Building K-1006 at the East Tennessee Technology Park, Oak Ridge, Tennessee  

SciTech Connect

In 1998, a portion of Bldg. K-1006 was leased to the Community Reuse Organization of East Tennessee (CROET) as part of the reindustrialization efforts at the East Tennessee Technology Park (ETTP). The facility was subleased and is being used as an analytical laboratory. The 1998 lease did not include rooms C107, C107-A, C107-B, C107-C, and C107-D. The lease of these rooms is now desired. These rooms comprise the area to be surveyed. The building was constructed as a laboratory facility to support the gaseous diffusion uranium enrichment process. It also contains offices and administrative spaces for laboratory personnel. After the gaseous diffusion process was shut down in the mid-1980s, the building was used to provide research and development support to ETTP environmental, safety, and health programs; the Toxic Substances Control Act Incinerator; the Central Neutralization Facility; and other multi-site waste treatment activities. It also served as the chemistry laboratory for the Environmental Technology Technical Services Organization. The activities currently conducted in Bldg. K-1006 utilize a variety of analytical techniques. Some of the major techniques being employed are X-ray analysis, electron microanalysis, and spectrochemical analysis. In 1998, a portion of Bldg. K-1006 was leased to CROET as part of the reindustrialization efforts at ETTP. The facility was subleased and is being used as an analytical laboratory. The 1998 lease did not include Rooms C107, C107-A, C107-B, C107-C, and C107-D. Some demolition of furniture and decontamination activities has taken place for Rooms C 107 and C 107-B since the last radiological survey of those rooms. In March 2009, a final remedial action (RA) was performed for the Bldg. K-1006 north basement sump. The Bldg. K-1006 north basement sump is a nominal 30-in.-diameter, 36-in.-deep concrete structure in the north corner of room C107B. The building receives groundwater in-leakage that is periodically pumped to the sewer system via this float-controlled pump. Solids in the bottom of the sump consisted of an estimated 1-ft{sup 3} coarse-grained material that varied in thickness from 0 to 4 in. with no suspended fraction. The RA consisted of removing the water in the sump and then removing and sampling the solids. The solids were mixed with grout after removal and allowed to set. The solids were then disposed off-site at an approved disposal facility. The building sump will remain until the K-1006 building is demolished. The actions for the K- 1006 sump are described in the revised Phased Construction Completion Report for Exposure Unit (EU) Z2-33, which received regulatory approval in December 2009.

Blevins M.F.

2010-09-01T23:59:59.000Z

310

Sulfur Polymer Stabilization/Solidification Treatability Study of Mercury Contaminated Soil from the Y-12 Site  

SciTech Connect

As a result of past operations, the Department of Energy’s (DOE) Oak Ridge Y-12 National Security Complex (Y-12 Plant) has extensive mercury-contamination in building structures, soils, storm sewer sediments, and stream sediments, which are a source of pollution to the local ecosystem. Because of mercury’s toxicity and potential impacts on human health and the environment, DOE continues to investigate and implement projects to support the remediation of the Y-12 site.URS and #9122;CH2M Oak Ridge LLC (UCOR) under its prime contract with DOE has cleanup responsibilities on the DOE Oak Ridge Reservation and is investigating potential mercury-contaminated soil treatment technologies through an agreement with Babcock and Wilcox (B and W) Y-12, the Y-12 operating contractor to DOE. As part of its investigations, UCOR has subcontracted with Brookhaven National Laboratory (BNL) to conduct laboratory-scale studies evaluating the applicability of the Sulfur Polymer Stabilization/Solidification (SPSS) process using surrogate and actual mixed waste Y-12 soils containing mercury (Hg) at 135, 2,000, and 10,000 ppm.SPSS uses a thermoplastic sulfur binder to convert Hg to stable mercury sulfide (HgS) and solidifies the chemically stable product in a monolithic solid final waste form to reduce dispersion and permeability. Formulations containing 40 – 60 dry wt% Y-12 soil were fabricated and samples were prepared in triplicate for Environmental Protection Agency Toxicity Characteristic Leaching Procedure (TCLP) testing by an independent laboratory. Those containing 50 and 60 wt% soil easily met the study criteria for maximum allowable Hg concentrations (47 and 1 ppb, respectively compared with the TCLP limit of 200 ppb Hg). The lowest waste loading of 40 wt% yielded TCLP Hg concentrations slightly higher (240 ppb) than the allowable limit. Since the Y-12 soil tended to form clumps, the improved leaching at higher waste loadings was probably due to reduction in particle size from friction of the soil mixing, which creates more surface area for chemical conversion. This was corroborated by the fact that the same waste loading pre-treated by ball milling to reduce particle size prior to SPSS processing yielded TCLP concentrations almost 30 times lower, and at 8.5 ppb Hg was well below EPA limits. Pre-treatment by ball milling also allowed a reduction in the time required for stabilization, thus potentially reducing total process times by 30%.Additional performance testing was conducted including measurement of compressive strength to confirm mechanical integrity and immersion testing to determine the potential impacts of storage or disposal under saturated conditions. For both surrogate and actual Y-12 treated soils, waste form compressive strengths ranged between 2,300 and 6,500 psi, indicating very strong mechanical integrity (a minimum of greater than 40 times greater than the NRC guidance for low-level radioactive waste). In general, compressive strength increases with waste loading as the soil acts as an aggregate in the sulfur concrete waste forms. No statistically significant loss in strength was recorded for the 30 and 40 wt% surrogate waste samples and only a minor reduction in strength was measured for the 43 wt% waste forms. The 30 wt% Y-12 soil did not show a significant loss in strength but the 50 wt% samples were severely degraded in immersion due to swelling of the clay soil. The impact on Hg leaching, if any, was not determined.

Kalb P.; Milian, L.; Yim, S. P.

2012-11-30T23:59:59.000Z

311

Tritium in the World Trade Center September 11, 2001 Terrorist Attack: It's Possible Sources and Fate  

SciTech Connect

Traces of tritiated water (HTO) were determined at World Trade Center (WTC) ground zero after the 9/11/01 terrorist attack. A method of ultralow-background liquid scintillation counting was used after distilling HTO from the samples. A water sample from the WTC sewer, collected on 9/13/01, contained 0.174{plus_minus}0.074 (2{sigma}) nCi/L of HTO. A split water sample, collected on 9/21/01 from the basement of WTC Building 6, contained 3.53{plus_minus}0.17 and 2.83{plus_minus}0.15 nCi/L, respectively. Several water and vegetation samples were analyzed from areas outside the ground zero, located in Manhattan, Brooklyn, Queens, and Kensico Reservoir. No HTO above the background was found in those samples. All these results are well below the levels of concern to human exposure. Several tritium radioluminescent (RL) devices were investigated as possible sources of the traces of tritium at ground zero. Tritium is used in self-luminescent emergency EXIT signs. No such signs were present inside the WTC buildings. However, it was determined that Boeing 767-222 aircraft operated by the United Airlines that hit WTC Tower 2 as well as Boeing 767-223ER operated by the American Airlines, that hit WTC Tower 1, had a combined 34.3 Ci of tritium at the time of impact. Other possible sources of tritium include dials and lights of fire and emergency equipment, sights and scopes in weaponry, as well as time devices equipped with tritium dials. It was determined that emergency equipment was not a likely source. However, WTC hosted several law-enforcement agencies such as ATF, CIA, US Secret Service and US Customs. The ATF office had two weapon vaults in WTC Building 6. Also 63 Police Officers, possibly carrying handguns with tritium sights, died in the attack. The weaponry containing tritium was therefore a likely and significant source of tritium. It is possible that some of the 2830 victims carried tritium watches, however this source appears to be less significant that the other two. The fate of tritium in the attack depended on its chemistry. Any tritium present in the vicinity of jet-fuel explosion or fire would convert to HTO. The molecular tritium is also known to quickly exchange with water adsorbed on surfaces at ambient temperatures. Therefore, the end product of reacted tritium was HTO. A part of it would disperse into the atmosphere and a part would remain on site. The dynamic aspect of HTO removal was investigated taking into a consideration water flow at ground zero. Most of ground zero is encircled by the Slurry Wall, 70 ft deep underground, called a Bathtub. Approximately three million gallons of water were hosed on site in the fire-fighting efforts, and 1 million gallons fell as rainwater, between 9/11 and 9/21 (the day of the reported measurement). The combined water percolated through the debris down to the bottom of the Bathtub dissolving and removing HTO with it. That water would meet and combine with the estimated 26 million gallons of water that leaked from the Hudson River as well as broken mains, during the same period of 10 days after the attack. The combined water was collecting in the PATH train tunnel and continuously being pumped out to prevent flooding. A %Box model of water flow was developed to describe the above scenario. Considering the uncertainty in the amount of tritium present from sources other than the aircraft, as well as the dynamic character of tritium removal from the site, it is feasible to provide only a qualitative picture of the fate and behavior of tritium at WTC with the limited experimental data available. If the time history of tritium concentration at WTC had been measured, this study could have been a tracer study of water flow at WTC possibly useful to civil engineering.

Parekh, P; Semkow, T; Husain, L; Haines, D; Woznial, G; Williams, P; Hafner, R; Rabun, R

2002-05-03T23:59:59.000Z

312

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

Science Conference Proceedings (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