{"id":73000,"date":"2024-10-17T16:27:45","date_gmt":"2024-10-17T16:27:45","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/awwa-a100-2006-with-errata-2007\/"},"modified":"2024-10-24T19:08:44","modified_gmt":"2024-10-24T19:08:44","slug":"awwa-a100-2006-with-errata-2007","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/awwa\/awwa-a100-2006-with-errata-2007\/","title":{"rendered":"AWWA A100 2006 with errata 2007"},"content":{"rendered":"
This standard covers the minimum requirements for vertical water supply wells, including geologic\/hydrologic conditions and water quality and well construction.<\/p>\n
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3<\/td>\n | ANSI\/AWWA A100-06 <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | Committee Personnel <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | Foreword I. Introduction. <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | II. Special Issues. III. Use of This Standard. <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | IV. Major Revisions. <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | V. Comments. <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | AWWA Standard – Water Wells \n SECTION 1: GENERAL Sec. 1.1 Scope Sec. 1.2 Purpose Sec. 1.3 Application <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | SECTION 2: REFERENCES <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | SECTION 3: DEFINITIONS <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | SECTION 4: REQUIREMENTS Sec. 4.1 General <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | Sec. 4.2 Investigation of Geologic and Hydrologic Conditions and \nGroundwater Quality <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | Table 1 USGS grain-size classification <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | Sec. 4.3 Material Requirements <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | Table 2 Water-well casing materials <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | Sec. 4.4 Well Casing <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | Table 3 Standard well-casing sizes for wells Table 4 Minimum thickness for steel well casing-single casing \n <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | Table 5 Minimum thickness for two-ply steel well casing Sec. 4.5 Well Screens <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | Sec. 4.6 Gravel Pack <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | Sec. 4.7 Well Construction <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | Table 6 Casing joints <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | Sec. 4.8 Well Development <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | Sec. 4.9 Well Disinfection Sec. 4.10 Decommissioning of Test Holes, Partially Completed Wells, \nand Abandoned Wells <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | SECTION 5: VERIFICATION Sec. 5.1 Performance Testing <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | Sec. 5.2 Water Quality Testing <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | SECTION 6: DELIVERY <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | APPENDIX A Bibliography \n <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | APPENDIX B Gravel-Pack Installation Methods \n SECTION B.1: GENERAL SECTION B.2: POURED FROM THE SURFACE WITH \nDIRECT CIRCULATION <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | SECTION B.3: PUMPED THROUGH GRAVEL FEED \nLINE WITH DIRECT CIRCULATION SECTION B.4: POURED FROM THE SURFACE WITH \nREVERSE CIRCULATION SECTION B.5: PUMPED UNDER PRESSURE FROM \nTHE SURFACE WITH REVERSE \nCIRCULATION SECTION B.6: CROSS-OVER METHOD <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | APPENDIX C Grouting and Sealing-Methods of Placement \n SECTION C.1: TREMIE METHOD SECTION C.2: POSITIVE DISPLACEMENT\u2014 \nEXTERIOR METHOD <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | SECTION C.3: INTERIOR METHOD\u2014WITHOUT \nPLUG SECTION C.4: POSITIVE PLACEMENT, INTERIOR \nMETHOD\u2014DRILLABLE PLUG <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | SECTION C.5: PLACEMENT THROUGH FLOAT \nSHOE ATTACHED TO BOTTOM \nOF CASING <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | APPENDIX D Plumbness and Alignment-Procedure for Testing \n SECTION D.1: PROCEDURE FOR TESTING <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | SECTION D.2: APPARATUS REQUIRED FOR \nPLUMBNESS AND ALIGNMENT TESTS Sec. D.2.1 Plummet Sec. D.2.2 Apex Sec. D.2.3 Pulley <\/td>\n<\/tr>\n | ||||||
57<\/td>\n | SECTION D.3: PROCEDURE FOR TEST \nMEASUREMENTS SECTION D.4: DETERMINATION OF DRIFT \n(HORIZONTAL DEVIATION) SECTION D.5: ITEMS TO BE PROVIDED \nBY CONSTRUCTOR <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | SECTION D.6: PLOTTING AND INTERPRETATION \nOF TEST RESULTS <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | APPENDIX E Well Development \n SECTION E.1: WELL DEVELOPMENT PROCEDURE Sec. E.1.1 Test-Pump Capacity Sec. E.1.2 Variable Discharge Rates Sec. E.1.3 Discharge Piping SECTION E.2: MEASUREMENT OF OPERATING \nPARAMETERS DURING DEVELOPMENT Sec. E.2.1 Discharge Rate <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | Sec. E.2.2 Water Elevations Sec. E.2.3 Measurement of Sand Content Sec. E.2.4 Installation of Sand Sampler SECTION E.3: DEVELOPMENT RECORDS <\/td>\n<\/tr>\n | ||||||
67<\/td>\n | Sec. E.3.1 Quantity of Gravel Sec. E.3.2 Data to Record SECTION E.4: METHODS OF MEASURING \nOPERATING PARAMETERS DURING \nDEVELOPMENT Sec. E.4.1 Step-Drawdown Test Method Sec. E.4.2 Constant-Rate Tests <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | Sec. E.4.3 Water-Level Measurements Sec. E.4.4 Air-Line Method Sec. E.4.5 Electric-Sounder Method Sec. E.4.6 Measurement of Sand Content <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | APPENDIX F Water Sampling – Suggested Methods \n SECTION F.1: GENERAL SECTION F.2: A WELL IN A CONSOLIDATED \nFORMATION SECTION F.3: A WELL IN AN UNCONSOLIDATED \nFORMATION <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | APPENDIX G Factors Influencing the Duration of Pumping Test \n SECTION G.1: GENERAL SECTION G.2: LOCAL EXPERIENCE <\/td>\n<\/tr>\n | ||||||
73<\/td>\n | APPENDIX H Decommissioning of Test Holes, Partially Completed Wells, \nand Abandoned Completed Wells \n SECTION H.1: GENERAL SECTION H.2: WELLS IN UNCONSOLIDATED \nFORMATIONS <\/td>\n<\/tr>\n | ||||||
74<\/td>\n | SECTION H.3: WELLS IN CREVICED FORMATIONS SECTION H.4: WELLS IN NONCREVICED ROCK \nFORMATIONS SECTION H.5: MULTIPLE AQUIFER WELLS <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | SECTION H.6: WELLS WITH ARTESIAN FLOW SECTION H.7: SEALING MATERIALS <\/td>\n<\/tr>\n | ||||||
77<\/td>\n | APPENDIX I Geophysical Borehole Logs \n <\/td>\n<\/tr>\n | ||||||
79<\/td>\n | APPENDIX J Type of Wells \n SECTION J.1: GENERAL SECTION J.2: BASIC TYPES OF WELLS Sec. J.2.1 Type 1 <\/td>\n<\/tr>\n | ||||||
80<\/td>\n | Sec. J.2.2 Type 2 Sec. J.2.3 Type 3 Sec. J.2.4 Type 4 Sec. J.2.5 Type 5 Sec. J.2.6 Type 6 Sec. J.2.7 Type 7 Sec. J.2.8 Type 8 Sec. J.2.9 Type 9 Sec. J.2.10 Type 10 Sec. J.2.11 Type 11 Sec. J.2.12 Type 12 <\/td>\n<\/tr>\n | ||||||
85<\/td>\n | APPENDIX K Collapse Strength of Well Casing SECTION K.1: GENERAL SECTION K.2: COLLAPSING STRENGTH OR \nHYDRAULIC COLLAPSE PRESSURE \nVALUES <\/td>\n<\/tr>\n | ||||||
87<\/td>\n | SECTION K.3: CASING TENSILE STRENGTH VALUES SECTION K.4: CASING AXIAL COMPRESSIVE \nSTRENGTH VALUES <\/td>\n<\/tr>\n | ||||||
88<\/td>\n | Table K.1 Collapse strength of steel well casing <\/td>\n<\/tr>\n | ||||||
89<\/td>\n | Table K.1 Collapse strength of steel well casing (continued) <\/td>\n<\/tr>\n | ||||||
90<\/td>\n | Table K.1 Collapse strength of steel well casing (continued) <\/td>\n<\/tr>\n | ||||||
91<\/td>\n | Table K.2 Axial-compressive strength and tensile strength of steel well casing <\/td>\n<\/tr>\n | ||||||
92<\/td>\n | Table K.2 Axial-compressive strength and tensile strength of steel well casing (continued) <\/td>\n<\/tr>\n | ||||||
93<\/td>\n | Table K.2 Axial-compressive strength and tensile strength of steel well casing (continued) <\/td>\n<\/tr>\n | ||||||
94<\/td>\n | Table K.3 Collapse strength and axial-compression strength of two-ply steel well casing <\/td>\n<\/tr>\n | ||||||
95<\/td>\n | Table K.3 Collapse strength and axial-compression strength of two-ply steel well casing (continued) <\/td>\n<\/tr>\n | ||||||
96<\/td>\n | Table K.4 Hydraulic collapse pressure and unit weight of PVC well casing <\/td>\n<\/tr>\n | ||||||
97<\/td>\n | APPENDIX L Screen Length and Entrance Velocities \n SECTION L.1: GENERAL SECTION L.2: THEORETICAL RELATIONSHIPS <\/td>\n<\/tr>\n | ||||||
98<\/td>\n | SECTION L.3: DESIGN EXAMPLES <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" AWWA A100-06: Water Wells With Errata-200712<\/b><\/p>\n |