Water Efficiency Manual
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Tariff Schedules of the United States Alphabetical Index
TARIFF SCHEDULES OF THE UNITED STATES ALPHABETICAL INDEX 447 TARIFF SCHEDULES OF THE UNITED STATES 449 References to References to Tariff Schedules Tariff Schedules A ABACA 30U.02-0U ACID(S) —Continued ABRASIVES AND ABRASIVE ARTICEES Sch 5 Ft IG fatty, of animal or vegetable origin—Con. abrasive wheels mounted on frameworks, salts of— hand or pedal operated 6i<9.39 quaternary ammonium 1+65.15-20 nspf 519.81-86 sodium and potassium 1+65.25-30 ACCESSORIES (see PARTS, specific article of other 1+90.30-50 which accessory, or name of accessory) gluconic, and its compounds 1+37-51-52 ACCORDIONS 725.1U-16 glycerophosphoric, and its compounds 1+37.51+ ACCOUNTING MACHINES incorporating calculating inorganic 1+16.05-1+0 mechanism 676.1S-25 organic, including halogenated, hydroxy, ACENAPHTHENE li01.02 sulfonated and other substituted and ACETALDEHIDE U27.U0 unsubstituted acids 1+25-70-98 ACETALS ii29.00 monohydric alcohol esters of 1+28+50-72 ACETANILIDE— polyhydric alcohol esters of 1+28.30-1+6 suitable for medicinal use U07.02 salts of I+26.IO-I+27.28 other k03.60 salicylic— ACETATE(S) — suitable for medicinal use 1+07.12 amyl lt28.SO other 1+03-60 benzyl 1+08.05 tannic, containing of tannic acid— butyl 1+28.52 under 50 percent 1+25.98 calcium 1+26.10 50 percent or more 1+37-68-69 cellulose 1+1+5.20 ACONITE 1+35-05-10 copper 1+26.28 ACRIDINE 1+01.01+ ethyl 1+28.58 ACRTLATES AND METHACRTLATES 1+28.62-66 lead 1+26.36 ACRYIIC RESINS 1+1+5.05 nickel 1+26.58 ACRTLONITRILE— 1+25.00 sodium 1+26.86 resins l+i+5.10 vinyl 1+28.68 ACTIVATED CLAY 521.87 Other -
248 Cmr: Board of State Examiners of Plumbers and Gas Fitters
248 CMR: BOARD OF STATE EXAMINERS OF PLUMBERS AND GAS FITTERS 248 CMR 10.00: UNIFORM STATE PLUMBING CODE Section 10.01: Scope and Jurisdiction 10.02: Basic Principles 10.03: Definitions 10.04: Testing and Safety 10.05: General Regulations 10.06: Materials 10.07: Joints and Connections 10.08: Traps and Cleanouts 10.09: Interceptors, Separators, and Holding Tanks 10.10: Plumbing Fixtures 10.11: Hangers and Supports 10.12: Indirect Waste Piping 10.13: Piping and Treatment of Special Hazardous Wastes 10.14: Water Supply and the Water Distribution System 10.15: Sanitary Drainage System 10.16: Vents and Venting 10.17: Storm Drains 10.18: Hospital Fixtures 10.19: Plumbing in Manufactured Homes and Construction Trailers 10.20: Public and Semi-public Swimming Pools 10.21: Boiler Blow-off Tank 10.22: Figures 10.23: Vacuum Drainage Systems 10.01: Scope and Jurisdiction (1) Scope. 248 CMR 10.00 governs the requirements for the installation, alteration, removal, replacement, repair, or construction of all plumbing. (2) Jurisdiction. (a) Nothing in 248 CMR 10.00 shall be construed as applying to: 1. refrigeration; 2. heating; 3. cooling; 4. ventilation or fire sprinkler systems beyond the point where a direct connection is made with the potable water distribution system. (b) Sanitary drains, storm water drains, hazardous waste drainage systems, dedicated systems, potable and non-potable water supply lines and other connections shall be subject to 248 CMR 10.00. 10.02: Basic Principles Founding of Principles. 248 CMR 10.00 is founded upon basic principles which hold that public health, environmental sanitation, and safety can only be achieved through properly designed, acceptably installed, and adequately maintained plumbing systems. -
Evaluation of Boiler Chemical Cleaning Techniques
INFO—0444 Report Rap CA9400049 Atomic Energy Commission de contrfile Control Board de I'energie atomique INFO-0444 Atomic Energy Commission de controle 1*1 Control Board de I'energie atomique PO Box 1046 CP 1046 Onawa Canada Ottawa. Canada K1P5S9 K1P5S9 EVALUATION OF BOILER CHEMICAL CLEANING TECHNIQUES (AECB Project No. 2.221.1) by Monserco Limited A research report prepared for the Atomic Energy Control Board Ottawa, Canada April 1993 1 Canada Research report EVALUATION OF BOILER CHEMICAL CLEANING TECHNIQUES A report prepared by Monserco Limited under contract to the Atomic Energy Control Board. ABSTRACT Deposits in the secondary side of nuclear steam generators (SG) may cause corrosion and disruptions in steam flow. In the Bruce A reactors such deposits have resulted in the derating of two of the units. Hydrolasing has been successful in removing enough of the deposits to permit operation at 100% power, but a considerable amount of deposit remains in physically inaccessible regions of the generators. The only way to remove these deposits is through chemical cleaning. The EPRI/SGOG process, which has been selected by Ontario Hydro for use at the Bruce A station, is described. This process consists of alternating iron removal and copper removal steps, the two metals which comprise the bulk of the deposit in the Bruce A SGs. The iron removal solvent consists of ethylenediaminetetraacetic acid (EDTA), hydrazine, ammonium hydroxide and a proprietary corrosion inhibitor CCI-801. The copper removal solvent consists of EDTA, ethylene diamine and hydrogen peroxide. Ontario Hydro proposes to dean a bank of four SGs in parallel employing a total of six copper removal steps and four iron removal steps. -
Table of Contents CHAPTER 31 VIRGINIA POLLUTANT DISCHARGE ELIMINATION SYSTEM (VPDES) PERMIT REGULATION....1 Part I Definitions and General Program Requirements
Project 1248 - Final STATE WATER CONTROL BOARD Amendment of Regulations Pertaining to Biosolids After Transfer from the Department of Health Table of Contents CHAPTER 31 VIRGINIA POLLUTANT DISCHARGE ELIMINATION SYSTEM (VPDES) PERMIT REGULATION....1 Part I Definitions and General Program Requirements ...........................................................................1 9VAC25-31-10. Definitions. ..................................................................................................................1 9VAC25-31-20. Purpose......................................................................................................................15 9VAC25-31-25. Applicability of incorporated references based on the dates that they became effective..............................................................................................................................................16 9VAC25-31-30. Federal effluent guidelines........................................................................................16 9VAC25-31-40. Exclusions. .................................................................................................................17 9VAC25-31-50. Prohibitions. ..............................................................................................................18 9VAC25-31-60. Effect of a permit.......................................................................................................19 9VAC25-31-70. Continuation of expiring permits...............................................................................20 -
Trade Waste Information Sheet Cooling Towers & Boiler Blowdown
Trade Waste Information Sheet Cooling Towers & Boiler Blowdown Preface Liquid waste generated by industry, small business and commercial enterprises is referred to as trade waste. The Water Supply (Safety and Reliability) Act 2008 prohibits the unauthorised discharge of wastes, other than domestic sewage, into the sewerage system. 1. The definition of trade waste is; - The waterborne waste from business, trade or manufacturing property, other than: Waste that is a prohibited substance; or Human waste; or Stormwater. 2. The definition of Domestic waste is; - Faecal matter and urine of human origin and liquid wastes from sinks, baths, basins, showers and similar fixtures designed for personal hygiene in both residential and commercial properties. Cooling Towers Description of Activity The continuous blowdown, or “bleed off” and other wastewater from both commercial and industrial cooling towers is liquid trade waste. “Comfort and process air-conditioning cooling towers” are defined as cooling towers that are dedicated exclusively to (and are an integral part of) heating, ventilation, air-conditioning or refrigeration systems associated with commercial living space air-conditioning, or commercial process air-conditioning such as computer rooms. The discharge rate from cooling towers in this classification should not exceed 500 L/h. “Industrial Cooling Towers” are cooling towers used in manufacturing for rejecting heat extracted from a manufacturing process. This activity is classified as High Risk and an application must be forwarded to Whitsunday Regional Council. 11. Cooling Towers & Boiler Blowdown Version: 4 Page 1 of 8 Other Issues Commercial and industrial cooling towers generate wastewaters that vary considerably in the contaminants they may contain according to the water treatment utilised. -
Boilers Released 12 December 2017 Trade Waste Discharges from Companies with Boilers Can Harm the Sewerage System
Boilers Released 12 December 2017 Trade waste discharges from companies with boilers can harm the sewerage system. Proper management practices at each site are needed. This guideline outlines the areas of concern and available technologies for the control of these trade wastes. Key trade waste quality requirements Parameter Generally accepted level pH Between 6-12 units Temperature ≤38 degrees C Total Dissolved Solids ≤3500 mg/L Flow rate to sewer Dependant on capacity of receiving sewer Note: Discharge limits may be varied under certain circumstances for individual dischargers. Typical pre-treatment Live or flash steam must never be discharged directly to sewer. Steam boiler or hot water boiler blowdown is cooled below 38 degrees C via a suitably sized blowdown pit or above ground cooling vessel, discharging to sewer via a gully trap. These must have enough retained water volume at ambient temperature to mix with and cool the incoming blowdown. Australian Standard AS3892 - 2001 has more information about blowdown tank design. Heat exchange systems fed from a flash steam vessel can reduce blowdown temperature to an acceptable level. These provide an opportunity for recycling waste heat back to the system. Accumulated solids captured in blowdown equipment are removed as needed for off-site disposal. Boiler water treatment chemicals are stored in bunds, to prevent leaks and spills from reaching the sewerage system. In-ground blowdown pits are covered and finished above ground level to prevent surface or stormwater entry. More information Mains Water Backflow Protection (AS/NZS 3500.1:2015) Backflow Prevention Requirements - Office of the Technical Regulator Bunding and Blind Tanks Guideline . -
Rockford Board of Education Invitation for Bid on Supplies, Materials, Equipment Or Services for School District No
ROCKFORD BOARD OF EDUCATION INVITATION FOR BID ON SUPPLIES, MATERIALS, EQUIPMENT OR SERVICES FOR SCHOOL DISTRICT NO. 205 ROCKFORD, ILLINOIS IFB No. 16-44 Roosevelt Community Education Center Boiler Replacement DATE: March 21, 2016 OFFERS WILL BE RECEIVED UNTIL: 2:00 P.M. (CDST) on Tuesday, April 12, 2016 RE: IFB No. 16-44 Roosevelt Community Education Center Boiler Replacement. The purpose of this Invitation for Bid (IFB) is to solicit bids for all the mechanical and electrical work associate with the replacement of the boilers at Roosevelt Community Education Center, 978 Haskell Avenue, Rockford, IL 61103. IFB Opening: Tuesday, April 12, 2016 at 2:00 p.m., Rockford Board of Education, 6th floor Conference Room, 501 Seventh St., Rockford, IL 61104. If you plan to hand deliver your IFB submission on the due date, please note that you must check in on the 3rd floor prior to coming to the 6th floor. Please allow time for this as late submissions will not be accepted. Copies of the bidding documents are available from Onvia DemandStar, by email from the Purchasing Department, BHFX Digital Imaging and Printing, DG Digital Printing, YCS Printing, Inc., or by download from the District’s Purchasing Bids-RFPs webpage at www.rps205.com. A MANDATORY PRE-BID MEETING WILL BE CONDUCTED ON, MONDAY, MARCH 28, 2016 AT 2:30 P.M. (CDST), AT ROOSEVELT COMMUNITY EDUCATION CENTER, 978 HASKELL AVENUE, ROCKFORD, IL 61103 BY OWNER’S REPRESENTATIVE. MEET IN THE LOBBY. Refer all questions relative to the business aspect, Instructions to Bidders, Special Conditions, and questions concerning the technical aspect of the documents to the Purchasing Process Manager by email at [email protected]. -
Blue River Biosolids Facility, Final Basis of Design Report
KC Water Blue River Wastewater Treatment Plant Biosolids Facility BASIS OF DESIGN REPORT FINAL | January 2020 This document is released to the City of Kansas City, Missouri and Shortlisted Respondents as part of the Request for Proposals Package issued January 24, 2020, Project No. 81000821 – Contract Number 1595. This report does not incorporate any modifications made by subsequent addenda since this report was initially issued to Shortlisted Respondents. KC Water Blue River Wastewater Treatment Plant Biosolids Facility BASIS OF DESIGN REPORT FINAL | January 2020 CERTIFICATION PAGE Project/Contract Number __081000821/1595______ Project Title _Blue River Biosolids Facility Project_______ I am responsible for the following sections of the Basis of Design Report: Structural (SEAL) 00005 Construction Certification Page 050113 Modified For WSD 072916 Contract Central BASIS OF DESIGN REPORT | BLUE RIVER WASTEWATER TREATMENT PLANT BIOSOLIDS FACILITY | KC WATER Contents Chapter 1: Introduction 1.1 Purpose of Design Criteria Documents 1-1 1.1.1 Basis of Design Report Organization 1-1 1.2 Design Criteria for the Representative Project 1-2 1.2.1 Fixed Design Criteria 1-2 1.2.2 Indicative Design Criteria 1-2 1.2.3 Indicative-Preferred Design Criteria 1-2 1.3 Project Overview 1-2 Chapter 2: Performance Requirements 2.1 Introduction 2-1 2.2 Influent Flows and Loads 2-1 2.3 Process Modeling Conditions and Results 2-3 Chapter 3: Project Siting & Existing Facilities 3.1 Existing Site Conditions 3-1 3.1.1 Site Survey & Potholing Data 3-1 3.1.2 LIDAR Information -
PLUMBING DICTIONARY Sixth Edition
as to produce smooth threads. 2. An oil or oily preparation used as a cutting fluid espe cially a water-soluble oil (such as a mineral oil containing- a fatty oil) Cut Grooving (cut groov-ing) the process of machining away material, providing a groove into a pipe to allow for a mechani cal coupling to be installed.This process was invented by Victau - lic Corp. in 1925. Cut Grooving is designed for stanard weight- ceives or heavier wall thickness pipe. tetrafluoroethylene (tet-ra-- theseveral lower variouslyterminal, whichshaped re or decalescensecryolite (de-ca-les-cen- ming and flood consisting(cry-o-lite) of sodium-alumi earthfluo-ro-eth-yl-ene) by alternately dam a colorless, thegrooved vapors tools. from 4. anonpressure tool used by se) a decrease in temperaturea mineral nonflammable gas used in mak- metalworkers to shape material thatnum occurs fluoride. while Usedheating for soldermet- ing a stream. See STANK. or the pressure sterilizers, and - spannering heat resistantwrench and(span-ner acid re - conductsto a desired the form vapors. 5. a tooldirectly used al ingthrough copper a rangeand inalloys which when a mixed with phosphoric acid.- wrench)sistant plastics 1. one ofsuch various as teflon. tools to setthe theouter teeth air. of Sometimesaatmosphere circular or exhaust vent. See change in a structure occurs. Also used for soldering alumi forAbbr. tightening, T.F.E. or loosening,chiefly Brit.: orcalled band vapor, saw. steam,6. a tool used to degree of hazard (de-gree stench trap (stench trap) num bronze when mixed with nutsthermal and bolts.expansion 2. (water) straightenLOCAL VENT. -
UFC 3-240-13FN Industrial Water Treatment Operation And
UFC 3-240-13FN 25 May 2005 UNIFIED FACILITIES CRITERIA (UFC) INDUSTRIAL WATER TREATMENT OPERATION AND MAINTENANCE APPROVED FOR PUBLIC RELEASE; DISTRIBUTION UNLIMITED UFC 3-240-13FN 25 May 2005 UNIFIED FACILITIES CRITERIA (UFC) INDUSTRIAL WATER TREATMENT OPERATION AND MAINTENANCE Any copyrighted material included in this UFC is identified at its point of use. Use of the copyrighted material apart from this UFC must have the permission of the copyright holder. U.S. ARMY CORPS OF ENGINEERS NAVAL FACILITIES ENGINEERING COMMAND (Preparing Activity) AIR FORCE CIVIL ENGINEER SUPPORT AGENCY Record of Changes (changes are indicated by \1\ ... /1/) Change No. Date Location 1 Dec 2005 FOREWORD UFC 3-240-13FN 25 May 2005 FOREWORD \1\ The Unified Facilities Criteria (UFC) system is prescribed by MIL-STD 3007 and provides planning, design, construction, sustainment, restoration, and modernization criteria, and applies to the Military Departments, the Defense Agencies, and the DoD Field Activities in accordance with USD(AT&L) Memorandum dated 29 May 2002. UFC will be used for all DoD projects and work for other customers where appropriate. All construction outside of the United States is also governed by Status of forces Agreements (SOFA), Host Nation Funded Construction Agreements (HNFA), and in some instances, Bilateral Infrastructure Agreements (BIA.) Therefore, the acquisition team must ensure compliance with the more stringent of the UFC, the SOFA, the HNFA, and the BIA, as applicable. UFC are living documents and will be periodically reviewed, updated, and made available to users as part of the Services’ responsibility for providing technical criteria for military construction. Headquarters, U.S. -
Identifying and Repairing Toilet Leaks
LOS OSOS, CA 93402 2212 9TH STREET UTILITIES DEPARTMENT LOS OSOS COMMUNITY SERVICES DISTRICT Flapper leaks commonly turn on IDENTIFYING and off, so they are not always de- tectable by checking the meter to AND see if it is turning. If you do see your meter moving when no one is R EPAIRING using water or if the toilet seems to flush by itself, the flapper is proba- T OILET LEAKS bly the culprit. To verify the nature of your prob- Toilet leaks are the most common lem, do a dye test. Mix dark food household leak, so the toilet should be coloring (instant coffee, powdered the first fixture to check when your fruit drink mix or the dye tablets water consumption increases. If your provided in the District’s Water meter indicates a leak, by constantly The following information does not Conservation Kits) with the toilet turning (see pamphlet entitled apply to pressure-assist toilets (if tank water. If your flapper is leak- “Reading Your Water Meter”), your you look inside your toilet tank, ing, or if your water level is set too toilet can be isolated by turning off the there is no freestanding water visi- high, you will see the bowl water Stop or Shut-Off Valve at the wall ble). The repair of a pressure-assist begin to discolor within about five beneath the toilet tank. If the valve is mechanism is a task best left to a minutes as the food coloring leaks turned off and your meter stops plumbing professional trained in the into the bowl. -
WPDES Permit Fact Sheet for Baker Cheese Factory WI-0050521-10-1
Permit Modification Fact Sheet General Information Permit Number: WI-0050521-10-1 Permittee Name: Baker Cheese Factory Inc Address: N5279 County Road G City/State/Zip: St. Cloud WI 53079 Discharge Location: Discharge is to an un-named tributary, 1/3-mile North of the intersection of County Roads G and T in Fond du Lac County Receiving Water: A wetland tributary (Baker Creek) to the Mullet River Stream Flow (Q7,10): 0 cfs Stream Classification: Warm water sport fish, non-public water supply Facility Description This facility produces mozzarella cheese. This activity results in the discharge of 11,000 gallons per day of noncontact cooling water and boiler blowdown to an absorption pond via outfall 002. The on-site treatment plant discharges treated process wastewater to a wetland tributary via surface water outfall 003. Whey processing wastewater shall also contribute additional wastewater that must be treated prior to discharge to the wetland tributary. Discharge flows are approximately 0.22 million gallons per day. Currently whey processing wastewater is hauled off-site for further processing. Land application outfalls 001 and 004 are retained from the current permit to allow land application of industrial process wastewater and wastewater biosolids resulting from the wastewater treatment process. Wastewater is treated in an activated sludge process with enhanced biological phosphorus removal, consisting of an influent wetwell/lift station, selector tank, aeration basin, and membrane system for liquid/solids separation. High strength