LOW ACTIVITY WASTE PRETREATMENT SYSTEM
LOW ACTIVITY WASTE PRETREATMENT SYSTEMProject No. 31269 (T5L01)Document No. 13-2-011CSI Section 03 31 00Safety RelatedNon-Safety RelatedFURNISHING AND DELIVERING READY-MIX CONCRETEPrepared forWashington River Protection Solutions, LLCRevision: AStatus: PreliminaryPage i of vi
Project Number: 31269 (T5L01)Doc. No.: 13-2-011Date: Jan. 23, 2017Revision: AREVISION PAGEProject Name:LAWPSDiscipline:StructuralClient:Washington River Protection SolutionsProject Number: 31269 (T5L01)Latest Revision:AREVISION SIGNATURESKevin Driggers1/23/2017Steven Fenner1/23/2017Prepared byDateApproved by (SDE/Lead)DateJames Klett1/23/2017Paul Bell1/23/2017Checked byDateApproved by (QA)DateBrianna Atherton1/23/2017Approved by (PEM)DateTBVVerified by (if required)StatusPreliminaryDateRev.No.DatePrepared ByA1/23/2017K. DriggersPages27Safety Related:Quality Level:YesFull QANoDescription of ChangesIssued for 60% Design ReviewEnhanced QAPage ii of viCommercial QA
Project Number: 31269 (T5L01)Doc. No.: 13-2-011Date: Jan. 23, 2017Revision: ATABLE OF CONTENTS1.0PART 1 – GENERAL . 11.1 Section Scope . 11.2 Related Sections . 11.3 Codes and Standards . 11.4 System Description (Not Used) . 31.5 Submittals . 31.6 Delivery, Storage, and Handling. 51.7 Quality Assurance . 51.8 Site Conditions . 62.0PART 2 – PRODUCTS . 72.1 Manufacturers . 72.2 Materials. 92.3 Equipment (Not Used) . 102.4 Components (Not Used). 102.5 Fabrication (Not Used) . 102.6 Shop Quality Control (Not Used) . 103.0PART 3 – EXECUTION . 113.1 Preparation. 113.2 Erection, Installation, and Application (Not Used) . 163.3 Field Quality Control . 163.4 Adjusting and Cleaning (Not Used) . 163.5 Demonstration (Not Used). 163.6 Protection (Not Used) . 164.0LIST OF APPENDICES . 17Appendix A - Requirements of High-Workability Concrete Mixtures . A-1Page iii of vi
Project Number: 31269 (T5L01)Doc. No.: 13-2-011Date: Jan. 23, 2017Revision: ALIST OF TERMSAbbreviations and AcronymsTermDefinitionACIAmerican Concrete InstituteANSAmerican Nuclear SocietyASTMAmerican Society for Testing and MaterialsCDFControlled Density FillCLSMControlled Low Strength MaterialCMTRCertified Material Test ReportCoCCertificate of ConformanceCOECorps of EngineersCQACommercial Quality AssuranceEQAEnhanced Quality AssuranceFQAFull Quality AssuranceHRWAHigh Range Water ReducingHHoldHWHigh-WorkabilityLAWPSLow Activity Waste Pretreatment SystemNRMCANational Ready-Mix Concrete AssociationQAQuality AssuranceRFIRequest for InformationVMAViscosity Modifying AdmixtureWWitnessUnitsSymbolDefinition FDegrees FahrenheitFTFeetGM/CCGram per Cubic CentimeterINInchesLBSPoundsPSIPound-Force per Square InchPCFPounds per Cubic FootYDSYardsPage iv of vi
Project Number: 31269 (T5L01)Doc. No.: 13-2-011Date: Jan. 23, 2017Revision: ADefinitionsAVS PROCUREMENT QUALITY CLAUSES (QA Clauses) - Procurement quality clauses are tobe used for the acquisition of items and services. The clauses establish contractual obligations forquality program systems, identification, traceability, documents submittals, testing, reporting,qualification, special process controls, inspections, etc.BUYER – The company (or their agent) for whom the VENDOR is performing work or services.COMMERCIAL QUALITY ASSURANCE (CQA) - Level of controls for those items, services, orprocesses where, based on an evaluation of risk or nuclear safety, no additional quality controlsbeyond the provider’s published or stated attributes of the item, service, or process is required.COMPACTABILITY TEST – this test is a measure of the mixture’s ability to self-consolidate.DEVIATION – Any departure from the requirements contained in the purchase order andspecification which VENDOR proposes to incorporate if approved by BUYER.ENHANCED QUALITY ASSURANCE (EQA) - Level of controls for those items, services, orprocesses where, based on an evaluation of risk or nuclear safety, additional controls beyond theprovider’s published or stated attributes of the item, service, or process are needed to verifycritical attributes.FULL QUALITY ASSURANCE (FQA) - Level of controls applied for items services, or processesthat are commensurate with the controls invoked under ASME NQA-1 or other appropriatenational consensus standard.HANDLING - The movement or transportation of items following receipt from offsite/ projectlocations. This includes movement within storage areas and movement/transportation fromreceipt or storage areas to field locations. Handling requirements include the need for specialhandling tools and equipment, restrictions on material composition of surfaces in contact with theitem, protection against damage or deterioration, which could occur during movement andplacement, protection against physical damage due to excessive shock or vibration, andprotection against entry of dirt, water, or other contaminants.HOLD POINT – A mandatory inspection activity beyond which work shall not proceed until (1) theinspection is performed by an independent inspector and/or BUYER and acceptance isauthenticated, or (2) a written release is authorized by the organization who established the holdpoint.MANUFACTURER – The party responsible for making the product.NONCONFORMANCE – a deficiency in characteristic, documentation, or procedure that rendersthe quality of an item or activity unacceptable or indeterminate.QUALITY ASSURANCE RECORDS – Quality assurance plans, procedures, and records,including completed documents that furnish evidence of the quality of an item or activitiesaffecting quality.Page v of vi
Project Number: 31269 (T5L01)Doc. No.: 13-2-011Date: Jan. 23, 2017Revision: ASHALL / MUST – Denotes project requirements, compliance is requiredSHIPPING – The movement of items from an off-site/project location (VENDOR, warehouse, etc.)to an on-site/project location, or movement from an onsite/ project location to an off-site/projectlocation. Shipping requirements include packaging and securing of items to protect againstdamage or deterioration which could occur during movement and transportation, protectionagainst physical damage due to excessive shock or vibration, protection against entry of dirt,water, or other contaminants, and protection against other environmental conditions such astemperature or humidity.SHOULD – Denotes recommendation or expectation, compliance is expected.SLUMP FLOW TEST – this test is a measure of the plastic consistency of high-workabilityconcrete.SPECIFICATION – Refers to any design, fabrication or supply specification.STABILITY TEST – this test is a measure of the mixture’s resistance to segregation.STORAGE – Holding of items in areas that address: the probable maximum period to be held,the inherent physical limitations of the item itself, and required protection from potential hazardssuch as fire, corrosion, chemical attack and environmental conditions. Storage also includes therequirements for maintaining the integrity and operability of items through routine maintenance,cleaning, or other means of preservation.SUBSTITUTION – Any change or deviation from issued approved drawings, designs, methods,or contract terms and conditions. Changes in products, materials, equipment, methods ofconstruction, and test criteria required by the Contract Documents proposed by the INSTALLERafter award of the Contract are considered to be requests for substitution.“U” BOX TEST – this test is a measure of the mixture’s ability to flow around embedded items.VENDOR – The Company responsible for the supply of equipment or services.WITNESS POINT – An inspection activity beyond which work shall not proceed until an inspectorand/or BUYER is notified and (1) the inspection is performed and released, or (2) the inspectionis deferred and can be completed at a later time, or (3) a written waiver is issued by theorganization who established the witness point.Page vi of vi
1.0PART 1 – GENERAL1.1Section ScopeThis Specification delineates the technical requirements for furnishing and delivering ReadyMix concrete and flowable fill, including Portland cement, supplementary cementitiousmaterials, water, admixtures, aggregates, mixture designs, batching and mixing facilities, andtransport units. The requirements of this Specification meet Full Quality Assurance (FQA)requirements for the Low Activity Waste Pretreatment System (LAWPS).1.2Related Sections01 25 0001 33 0001 40 0001 45 2901 60 0001 66 0003 11 0031 05 011.3Substitutions and Design ChangesSubmittalsQuality AssuranceTechnical Specification for Material TestingLabelingDelivery Storage and HandlingConcrete WorkExcavation, Backfilling & Compaction for StructuresCodes and StandardsWork shall be performed in accordance with the referenced codes, standards, and documents for thisspecification.The following Codes and Standards are considered to form a part of this Specification to the extent specified.If specific sections are not identified, then the documents as a whole shall apply to the products provided. Thedocuments in this section establish the Code of Record for the materials and equipment defined by thisdocument. In the event of a conflict between documents referenced herein and the requirements of thisspecification, the requirements of this specification shall take precedence only when this specification’srequirements are more stringent or conservative. If the Code date is not defined, apply the latest Code as ofApril 16, 2015.Exception: all FQA material shall use any codes required by ACI 349 prior to reverting to the latest Code as ofApril 16, 2015.1.3.1American Concrete Institute (ACI)Comply with the following standards, except as modified herein.-ACI 117-10, Specification for Tolerances for Concrete Construction and MaterialsACI 304R-00, Guide for Measuring, Mixing, Transporting, and Placing ConcreteACI 305R-10, Guide to Hot Weather ConcretingPage 1 of 17
Project Number: 31269 (T5L01)Doc. No.: 13-2-011Date: Jan. 23, 2017Revision: A1.3.2ACI 306R-10, Guide to Cold Weather ConcretingACI 318-11, Building Code Requirements for Reinforced ConcreteACI 349-13, Code Requirements for Nuclear Safety Related Concrete StructuresAmerican Nuclear Society (ANS)Comply with the following standard, except as modified herein.-1.3.3ANS 6.4-06, Nuclear Analysis and Design of Concrete Radiation Shielding for Nuclear PowerPlantsAmerican Society for Testing and Materials (ASTM)Comply with the following standards, except as modified herein.-ASTM C 31-08, Standard Practice for Making and Curing Concrete Test in the FieldASTM C 33-07, Historical Standard: Standard Specification for Concrete AggregatesASTM C 39-05, Historical Standard: Standard Test Method for Compressive Strength ofCylindrical Concrete SpecimensASTM C 94-14, Standard Specification for Ready-Mixed ConcreteASTM C 109-07, Standard Test Method for Compressive Strength of Hydraulic Cement Mortars(Using 2-in. or 50-mm Cube Specimens)ASTM C 136-14, Standard Test Method for Sieve Analysis of Fine and Coarse AggregatesASTM C 138-14, Standard Test Method for Density (Unit Weight), Yield, and Content(Gravimetric) of ConcreteASTM C 143-12, Standard Test Method for Slump of Hydraulic-Cement ConcreteASTM C 150-07, Standard Specification for Portland CementASTM C 172-08, Standard Practice for Sampling Freshly Mixed ConcreteASTM C 260-06, Standard Specification for Air-Entraining Admixtures for ConcreteASTM C 295-12, Standard Guide for Petrographic Examination of Aggregates for ConcreteASTM C 494-08a, Standard Specification for Chemical Admixtures for ConcreteASTM C 618-08, Standard Specification for Fly Ash and Raw or Calcined Pozzolan for Use inConcreteASTM C 666-15, Standard Test Method for Resistance of Concrete to Rapid Freezing andThawingASTM C 1017-07, Standard Specification for Chemical Admixtures for Use in ProducingFlowing ConcreteASTM C 1064-12, Standard Test Method for Temperature of Freshly Mixed Hydraulic-CementConcreteASTM C 1077-07a, Standard Practice for Laboratories Testing Concrete and ConcreteAggregates for Use in Construction and Criteria for Laboratory EvaluationASTM C 1218-99, Standard Test Method for Water-Soluble Chloride in Mortar and ConcreteASTM D 75-14, Standard Practice for Sampling AggregatesASTM D 4791-10, Standard Test Method for Flat Particles, Elongated Particles, or Flat andElongated Particles in Coarse AggregateASTM D 4832-10, Standard Test Method for Preparation and Testing of Controlled LowStrength Material, (CLSM) Test CylindersPage 2 of 17
Project Number: 31269 (T5L01)Doc. No.: 13-2-011Date: Jan. 23, 2017Revision: A-1.3.4ASTM D 5971-13, Standard Practice for Sampling Freshly Mixed Controlled Low-StrengthMaterialASTM D 6023-07, Standard Test Method for Density (Unit Weight), Yield, Cement Content, andAir Content (Gravimetric) of Controlled Low Strength Material (CLSM)ASTM D 6103-04, Test Method for Flow Consistency of Controlled Low Strength Material (CLSM)(Withdrawn 2013)National Ready-Mixed Concrete Association (NRMCA)Comply with the following standard, except as modified herein.-1.3.512th Revision-15, Checklist for Ready-Mixed Concrete Production FacilitiesU. S. Army Corps of Engineers (COE)Comply with the following standard, except as modified herein.-CRD-C 61-89A, Handbook for Concrete and Cement Test Method for Determining Resistanceof Freshly Mixed Concrete to Washing Out in Water1.4System Description (Not Used)1.5SubmittalsSubmittals that are listed within this section shall be prepared and process in accordance with therequirements of Section 01 33 00 “Submittals” and shall include all of the required Quality Assurance (QA)documentation in accordance with Section 01 40 00 “Quality Assurance” and Section 1.7 of this specification.1.5.11.5.2Quality Assurance submittals include (Complete list in Section 1.7 Quality Assurance):1.5.1.1Certificates of calibration for all instruments used/furnished by the VENDOR inaccordance with Quality Assurance (QA) Clause B12.1.5.1.2QA Program for Nonconformance Documentation and Reporting in accordance with QAClause B22.1.5.1.3QA Program for Design Fabrication, including Suspect/Counterfeit Items in accordancewith QA Clause B76.1.5.1.4Certificate of Conformance (CoC) on all applicable items in accordance with QA ClauseB79.Technical Submittals include:1.5.2.1List of Fabrication Codes and Standards including Revision and/or Issue Date.1.5.2.2VENDOR Technical Proposal Package, as identified in Specification Section 01 33 00“Submittals”.Page 3 of 17
Project Number: 31269 (T5L01)Doc. No.: 13-2-011Date: Jan. 23, 2017Revision: A1.5.31.5.41.5.2.3Project Schedule.1.5.2.4QA Program Manual.1.5.2.5Fabrication/Testing and Inspection Plan (Traveler) in accordance with QA Clause B13.1.5.2.6Request for Information (RFI) shall be submitted on BUYER supplied form A-6003-417.1.5.2.7Nonconformance Reports/Deficiency Reports shall be approved in accordance with QAClause B22.1.5.2.860% Design Review Package including proposed mixes and product/admixture cutsheets and material certifications including sources of water and aggregates (BUYERapproval required).1.5.2.9Final Design Review Package (BUYER approval required prior to release for shipment).1.5.2.10Final Lifetime Records.Certification of Materials1.5.3.1Obtain and submit Certified Material Test Reports (CMTR’s), in accordance with QAClause B49, for all materials furnished.1.5.3.2All material shipments shall be accompanied to the site with the appropriate CMTRcertification.Final Design Submittals1.5.4.1Close-out calibration certifications in accordance with QA Clause B12.1.5.4.2Test Reports in accordance with QA Clause B52.1.5.4.3Nonconformance Reports in accordance with QA Clause B22.1.5.4.4Certified Material Test Reports (CMTR’s) in accordance with QA Clause B49.1.5.4.5Certificate of Conformance in accordance with QA Clause B79.1.5.4.6Delivery, Storage and Handling PlanThe VENDOR shall submit to the BUYER for acceptance a Delivery, Storage andHandling Plan, identifying the VENDOR procedures to be used to meet the requirementsof Section 1.6 of this Specification, in accordance with QA Clause B85.1.5.5Refer to related Section 01 25 00 “Substitutions and Design Changes” for detailed substitution anddesign change requirements and Request for Information (RFI) forms/guidelines.1.5.6Concrete work shall be subject to IBC Special Inspections. Refer to drawing H-16-000301-1 to H-16000301-3 General Notes and Special Inspections for further details.Page 4 of 17
Project Number: 31269 (T5L01)Doc. No.: 13-2-011Date: Jan. 23, 2017Revision: A1.6Delivery, Storage, and Handling1.6.1Refer to Section 01 66 00 “Delivery Storage and Handling” for all delivery, storage and handling ofReady-Mix Concrete and documentation requirements.1.6.2Transport and deliver concrete in accordance with ASTM C 94 and ACI 304R.1.6.3Obtain BUYER approval for on-site discharge of concrete and wash water at predetermined locations.1.7Quality AssuranceThe VENDOR QA Program shall be prequalified and submitted to the BUYER for acceptance.1.7.1Submittals that are listed within this section shall be prepared and processed in accordance withrequirements of Section 01 33 00 “Submittals” and shall include all of the required QA documentationin accordance with Section 01 40 00 “Quality Assurance” of this specification.Table 1.7-1 AVS Procurement Quality ClauseSUPPLIER FABRICATIONB12 Supplier Use of Calibrated EquipmentB16 Source InspectionB22 Nonconformance Documentation and ReportingMATERIAL IDENTIFICATIONB37 Identification and Traceability of ItemsB43 Identification of Age Control ItemsTESTING AND TEST DATAB49 Certified Material Test ReportB52 Inspection and Test ReportINSPECTION AND ACCEPTANCE CRITERIAB67 First Article Inspection/Test-ReceivingB76 Procurement of Potentially Suspect or Counterfeit ItemsB79 Certificate of ConformanceMATERIAL HANDLINGB85 Packaging/Shipping ProceduresB88 Direct Drop Shipment1.7.2Hold Points1.7.2.1The following verification points required by this secti
- ACI 304R-00, Guide for Measuring, Mixing, Transporting, and Placing Concrete - ACI 305R-10, Guide to Hot Weather Concreting. Project Number: 31269 (T5L01) Doc. No.: 13-2-011 Date: Jan. 23, 2017 Revision: A Page 2 of 17 - ACI 306R-10, Guide to Cold Weather Concreting
Main relationships: AMH, age, recovery 0 20 40 60 80 100 15 20 25 30 35 40 45 50 AMH pretreatment Age (years) AMH pretreatment vs age 0 20 40 60 80 100 0 20 40 60 80 AMH at 2 years AMH pretreatment AMH pretreatment vs 2 yr levels Spearman r 0.71, p 0.0002 slope 1.05 Overall, AMH at recovery reflects pretreatment level
Wastewater Treatment Plant Operator Training Unit 1 - Introduction to the National Pretreatment Program Learning Objectives Identify the historical basis for the National Pretreatment Program. Explain the general regulatory structure of the National Pretreatment Program.
3. Urban waste generation by income level and year 12 4. Waste collection rates by income 15 5. Waste collection rates by region 15 6. Waste composition in China 17 7. Global solid waste composition 17 8. Waste composition by income 19 9. Solid waste composition by income and year 20 10. Waste composition by region 21 11. Total MSW disposed of .
Integrated Solid Waste Management Generation-Source Perspective Residential Collection of Waste Segregation of Waste Recycling waste (organic & inorganic) Waste Exchange Discarded waste Treatment Recovery Final waste Final disposal Hazardous Waste for Treatment & Disposal 3R Services (Healthcare, Laboratory, etc.) Industrial &
SURFACE PRETREATMENT BY PHOSPHATE CONVERSION COATINGS ΠA REVIEW T.S.N. Sankara Narayanan National Metallurgical Laboratory, Madras Centre CSIR, Complex, Taramani, Chennai-600 113, India Received: April 22, 2005 Abstract. Phosphating is the most widely used metal pretreatment process for the surface
4. Identifying waste/garbage that can be reused and/or recycled 5. Describe waste/garbage disposal of the family 6. Recognize words related to waste management by sight 7. Read sight words related to waste management. 8. Read sentences illustrating proper waste management. 9. Practice proper waste management such as waste segregation and 3R 10.
LCA- Waste LCA introduced in waste management in mid 1990s Waste LCA is system based, often focusing on a service: e.g. management of waste from city From “bin-to-grave” or “curbside to grave” The waste in itself is often considered a “zero-burden-boundary” – Waste is the starting point, it exists
Optimized and streamlined waste recovery workflow Waste transferring and treating system that is more automated Digital tool that enables waste footprint tracking Touch-free municipal waste management processes Customer acquisition Waste collection and processing Waste recycling Reimagination Distinctive long-term solutions Reopen & immediate .
