IPSDC 09 2009
$18.42
International Private Sewage Disposal Code
| Published By | Publication Date | Number of Pages |
| ICC | 2009 | 93 |
This companion to the IPC includes provisions for design, installation, and inspection of private sewage disposal systems, and provides flexibility in the development of safe and sanitary systems.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2009 IPSDC® INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE® 2009 IPSDC® INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE® |
| 2 | IPSDC® INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE® 2009 TITLE PAGE IPSDC® INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE® 2009 TITLE PAGE |
| 3 | COPYRIGHT COPYRIGHT |
| 4 | PREFACE PREFACE |
| 6 | EFFECTIVE USE OF THE INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE EFFECTIVE USE OF THE INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE |
| 10 | ORDINANCE ORDINANCE |
| 12 | TABLE OF CONTENTS TABLE OF CONTENTS |
| 14 | CHAPTER 1 SCOPE AND ADMINISTRATION CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION PART 1—SCOPE AND APPLICATION SECTION 101 GENERAL SECTION 101 GENERAL SECTION 102 APPLICABILITY SECTION 102 APPLICABILITY |
| 15 | PART 2—ADMINISTRATION AND ENFORCEMENT PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF PRIVATE SEWAGE DISPOSAL INSPECTION SECTION 103 DEPARTMENT OF PRIVATE SEWAGE DISPOSAL INSPECTION SECTION 104 DUTIES AND POWERS OF THE CODE OFFICIAL SECTION 104 DUTIES AND POWERS OF THE CODE OFFICIAL |
| 16 | SECTION 105 APPROVAL SECTION 105 APPROVAL |
| 17 | SECTION 106 PERMITS SECTION 106 PERMITS |
| 18 | SECTION 107 INSPECTIONS SECTION 107 INSPECTIONS |
| 19 | SECTION 108 VIOLATIONS SECTION 108 VIOLATIONS |
| 20 | SECTION 109 MEANS OF APPEAL SECTION 109 MEANS OF APPEAL |
| 21 | SECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES SECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES |
| 22 | CHAPTER 2 DEFINITIONS CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS SECTION 202 GENERAL DEFINITIONS |
| 24 | CHAPTER 3 GENERAL REGULATIONS CHAPTER 3 GENERAL REGULATIONS SECTION 301 GENERAL SECTION 301 GENERAL SECTION 302 SPECIFIC LIMITATIONS SECTION 302 SPECIFIC LIMITATIONS SECTION 303 FLOOD HAZARD AREAS SECTION 303 FLOOD HAZARD AREAS |
| 26 | CHAPTER 4 SITE EVALUATION AND REQUIREMENTS CHAPTER 4 SITE EVALUATION AND REQUIREMENTS SECTION 401 GENERAL SECTION 401 GENERAL SECTION 402 SLOPE SECTION 402 SLOPE SECTION 403 SOIL BORINGS AND EVALUATION SECTION 403 SOIL BORINGS AND EVALUATION |
| 27 | SECTION 404 PERCOLATION OR PERMEABILITY EVALUATION SECTION 404 PERCOLATION OR PERMEABILITY EVALUATION |
| 28 | SECTION 405 SOIL VERIFICATION SECTION 405 SOIL VERIFICATION |
| 29 | SECTION 406 SITE REQUIREMENTS SECTION 406 SITE REQUIREMENTS TABLE 406.1 MINIMUM HORIZONTAL SEPARATION DISTANCES FOR SOIL ABSORPTION SYSTEMS TABLE 406.1 MINIMUM HORIZONTAL SEPARATION DISTANCES FOR SOIL ABSORPTION SYSTEMS |
| 31 | FIGURE 406.7.3 CONCEPTUAL DESIGN SKETCH FOR ALTERING SLOPES FIGURE 406.7.3 CONCEPTUAL DESIGN SKETCH FOR ALTERING SLOPES |
| 32 | CHAPTER 5 MATERIALS CHAPTER 5 MATERIALS SECTION 501 GENERAL SECTION 501 GENERAL SECTION 502 IDENTIFICATION SECTION 502 IDENTIFICATION SECTION 503 PERFORMANCE REQUIREMENTS SECTION 503 PERFORMANCE REQUIREMENTS SECTION 504 TANKS SECTION 504 TANKS TABLE 504.3 TANK CAPACITY TABLE 504.3 TANK CAPACITY |
| 33 | SECTION 505 PIPE, JOINTS AND CONNECTIONS SECTION 505 PIPE, JOINTS AND CONNECTIONS TABLE 505.1 PRIVATE SEWAGE DISPOSAL SYSTEM PIPE TABLE 505.1 PRIVATE SEWAGE DISPOSAL SYSTEM PIPE TABLE 505.1.1 DISTRIBUTION PIPE TABLE 505.1.1 DISTRIBUTION PIPE |
| 34 | SECTION 506 PROHIBITED JOINTS AND CONNECTIONS SECTION 506 PROHIBITED JOINTS AND CONNECTIONS |
| 36 | CHAPTER 6 SOIL ABSORPTION SYSTEMS CHAPTER 6 SOIL ABSORPTION SYSTEMS SECTION 601 GENERAL SECTION 601 GENERAL SECTION 602 SIZING SOIL ABSORPTION SYSTEMS SECTION 602 SIZING SOIL ABSORPTION SYSTEMS SECTION 603 RESIDENTIAL SIZING SECTION 603 RESIDENTIAL SIZING TABLE 603.1 MINIMUM ABSORPTION AREA FOR ONE- AND TWO-FAMILY DWELLINGS TABLE 603.1 MINIMUM ABSORPTION AREA FOR ONE- AND TWO-FAMILY DWELLINGS SECTION 604 OTHER BUILDING SIZING SECTION 604 OTHER BUILDING SIZING EQUATION 6-1 EQUATION 6-1 TABLE 604.1(1) MINIMUM ABSORPTION AREA FOR OTHER THAN ONE- AND TWO-FAMILY DWELLINGS TABLE 604.1(1) MINIMUM ABSORPTION AREA FOR OTHER THAN ONE- AND TWO-FAMILY DWELLINGS SECTION 605 INSTALLATION OF CONVENTIONAL SOIL ABSORPTION SYSTEMS SECTION 605 INSTALLATION OF CONVENTIONAL SOIL ABSORPTION SYSTEMS |
| 37 | TABLE 605.3 EFFECTIVE SQUARE-FOOT ABSORPTION AREA FOR SEEPAGE PITS TABLE 605.3 EFFECTIVE SQUARE-FOOT ABSORPTION AREA FOR SEEPAGE PITS |
| 38 | TABLE 604.1(2) CONVERSION FACTOR TABLE 604.1(2) CONVERSION FACTOR |
| 39 | TABLE 604.1(2)—continued CONVERSION FACTOR TABLE 604.1(2)—continued CONVERSION FACTOR |
| 40 | CHAPTER 7 PRESSURE DISTRIBUTION SYSTEMS CHAPTER 7 PRESSURE DISTRIBUTION SYSTEMS SECTION 701 GENERAL SECTION 701 GENERAL SECTION 702 DESIGN LOADING RATE SECTION 702 DESIGN LOADING RATE TABLE 702.1 SOIL REQUIRED TABLE 702.1 SOIL REQUIRED TABLE 702.2 DESIGN LOADING RATE TABLE 702.2 DESIGN LOADING RATE SECTION 703 SYSTEM DESIGN SECTION 703 SYSTEM DESIGN FORMULA 7-1 FORMULA 7-1 |
| 41 | TABLE 703.3 HAZEN-WILLIAMS FRICTION FACTOR TABLE 703.3 HAZEN-WILLIAMS FRICTION FACTOR EQUATION 7-1 EQUATION 7-1 EQUATION 7-2 EQUATION 7-2 EQUATION 7-3 EQUATION 7-3 SECTION 704 BED AND TRENCH CONSTRUCTION SECTION 704 BED AND TRENCH CONSTRUCTION SECTION 705 PUMPS SECTION 705 PUMPS SECTION 706 DOSING SECTION 706 DOSING |
| 42 | TABLE 706.1 ESTIMATED VOLUME FOR VARIOUS DIAMETER PIPES TABLE 706.1 ESTIMATED VOLUME FOR VARIOUS DIAMETER PIPES |
| 44 | CHAPTER 8 TANKS CHAPTER 8 TANKS SECTION 801 GENERAL SECTION 801 GENERAL SECTION 802 SEPTIC TANKS AND OTHER TREATMENT TANKS SECTION 802 SEPTIC TANKS AND OTHER TREATMENT TANKS TABLE 802.7.1 SEPTIC TANK CAPACITY FOR ONE- AND TWO-FAMILY DWELLINGS TABLE 802.7.1 SEPTIC TANK CAPACITY FOR ONE- AND TWO-FAMILY DWELLINGS |
| 45 | TABLE 802.8 MINIMUM HORIZONTAL SEPARATION DISTANCES FOR TREATMENT TANKS TABLE 802.8 MINIMUM HORIZONTAL SEPARATION DISTANCES FOR TREATMENT TANKS TABLE 802.11.1 PUMP CHAMBER SIZES TABLE 802.11.1 PUMP CHAMBER SIZES SECTION 803 MAINTENANCE AND SLUDGE DISPOSAL SECTION 803 MAINTENANCE AND SLUDGE DISPOSAL SECTION 804 CHEMICAL RESTORATION SECTION 804 CHEMICAL RESTORATION |
| 46 | TABLE 802.7.2 ADDITIONAL CAPACITY FOR OTHER BUILDINGS TABLE 802.7.2 ADDITIONAL CAPACITY FOR OTHER BUILDINGS |
| 47 | TABLE 802.7.2—continued ADDITIONAL CAPACITY FOR OTHER BUILDINGS TABLE 802.7.2—continued ADDITIONAL CAPACITY FOR OTHER BUILDINGS SECTION 805 HOLDING TANKS SECTION 805 HOLDING TANKS TABLE 805.2 MINIMUM LIQUID CAPACITY OF HOLDING TANKS TABLE 805.2 MINIMUM LIQUID CAPACITY OF HOLDING TANKS |
| 48 | CHAPTER 9 MOUND SYSTEMS CHAPTER 9 MOUND SYSTEMS SECTION 901 GENERAL SECTION 901 GENERAL SECTION 902 SOIL AND SITE REQUIREMENTS SECTION 902 SOIL AND SITE REQUIREMENTS TABLE 902.2 MINIMUM SOIL DEPTHS FOR MOUND SYSTEM INSTALLATION TABLE 902.2 MINIMUM SOIL DEPTHS FOR MOUND SYSTEM INSTALLATION SECTION 903 SYSTEM DESIGN SECTION 903 SYSTEM DESIGN |
| 49 | EQUATION 9-1 EQUATION 9-1 EQUATION 9-2 EQUATION 9-2 EQUATION 9-3 EQUATION 9-3 EQUATION 9-4 EQUATION 9-4 EQUATION 9-5 EQUATION 9-5 |
| 50 | TABLE 903.1(1) DESIGN CRITERIA FOR A MOUND FOR A ONE-BEDROOM HOME ON A 0- TO 6-PERCENT SLOPE WITH LOADING RATES OF 150 GALLONS PER DAY FOR SLOWLY PERMEABLE SOIL TABLE 903.1(1) DESIGN CRITERIA FOR A MOUND FOR A ONE-BEDROOM HOME ON A 0- TO 6-PERCENT SLOPE WITH LOADING RATES OF 150 GALLONS PER DAY FOR SLOWLY PERMEABLE SOIL TABLE 903.1(2) DESIGN CRITERIA FOR A TWO-BEDROOM HOME FOR A MOUND ON A 0- TO 6-PERCENT SLOPE WITH LOADING RATES OF 300 GALLONS PER DAY FOR SLOWLY PERMEABLE SOIL TABLE 903.1(2) DESIGN CRITERIA FOR A TWO-BEDROOM HOME FOR A MOUND ON A 0- TO 6-PERCENT SLOPE WITH LOADING RATES OF 300 GALLONS PER DAY FOR SLOWLY PERMEABLE SOIL |
| 51 | TABLE 903.1(3) DESIGN CRITERIA FOR A THREE-BEDROOM HOME FOR A MOUND ON A 0- TO 6-PERCENT SLOPE WITH LOADING RATES OF 450 GALLONS PER DAY FOR SLOWLY PERMEABLE SOIL TABLE 903.1(3) DESIGN CRITERIA FOR A THREE-BEDROOM HOME FOR A MOUND ON A 0- TO 6-PERCENT SLOPE WITH LOADING RATES OF 450 GALLONS PER DAY FOR SLOWLY PERMEABLE SOIL |
| 52 | TABLE 903.1(4) DESIGN CRITERIA FOR A FOUR-BEDROOM HOME FOR A MOUND ON A 0- TO 6-PERCENT SLOPE WITH LOADING RATES OF 600 GALLONS PER DAY FOR SLOWLY PERMEABLE SOIL TABLE 903.1(4) DESIGN CRITERIA FOR A FOUR-BEDROOM HOME FOR A MOUND ON A 0- TO 6-PERCENT SLOPE WITH LOADING RATES OF 600 GALLONS PER DAY FOR SLOWLY PERMEABLE SOIL |
| 53 | TABLE 903.1(5) DESIGN CRITERIA FOR A ONE-BEDROOM HOME FOR A MOUND ON A 0- TO 12-PERCENT SLOPE WITH LOADING RATES OF 150 GALLONS PER DAY FOR SHALLOW PERMEABLE SOIL OVER CREVICED BEDROCK TABLE 903.1(5) DESIGN CRITERIA FOR A ONE-BEDROOM HOME FOR A MOUND ON A 0- TO 12-PERCENT SLOPE WITH LOADING RATES OF 150 GALLONS PER DAY FOR SHALLOW PERMEABLE SOIL OVER CREVICED BEDROCK |
| 54 | TABLE 903.1(6) DESIGN CRITERIA FOR A TWO-BEDROOM HOME FOR A MOUND ON A 0- TO 12-PERCENT SLOPE WITH LOADING RATES OF 300 GALLONS PER DAY FOR SHALLOW PERMEABLE SOIL OVER CREVICED BEDROCK TABLE 903.1(6) DESIGN CRITERIA FOR A TWO-BEDROOM HOME FOR A MOUND ON A 0- TO 12-PERCENT SLOPE WITH LOADING RATES OF 300 GALLONS PER DAY FOR SHALLOW PERMEABLE SOIL OVER CREVICED BEDROCK |
| 55 | TABLE 903.1(7) DESIGN CRITERIA FOR A THREE-BEDROOM HOME FOR A MOUND ON A 0- TO 12-PERCENT SLOPE WITH LOADING RATES OF 450 GALLONS PER DAY FOR SHALLOW PERMEABLE SOIL OVER CREVICED BEDROCK TABLE 903.1(7) DESIGN CRITERIA FOR A THREE-BEDROOM HOME FOR A MOUND ON A 0- TO 12-PERCENT SLOPE WITH LOADING RATES OF 450 GALLONS PER DAY FOR SHALLOW PERMEABLE SOIL OVER CREVICED BEDROCK |
| 56 | TABLE 903.1(8) DESIGN CRITERIA FOR A FOUR-BEDROOM HOME FOR A MOUND ON A 0- TO 12-PERCENT SLOPE WITH LOADING RATES OF 600 GALLONS PER DAY FOR SHALLOW PERMEABLE SOIL OVER CREVICED BEDROCK TABLE 903.1(8) DESIGN CRITERIA FOR A FOUR-BEDROOM HOME FOR A MOUND ON A 0- TO 12-PERCENT SLOPE WITH LOADING RATES OF 600 GALLONS PER DAY FOR SHALLOW PERMEABLE SOIL OVER CREVICED BEDROCK |
| 57 | TABLE 903.1(9) DESIGN CRITERIA FOR A ONE-BEDROOM HOME FOR A MOUND ON A 0- TO 12-PERCENT SLOPE WITH LOADING RATES OF 150 GALLONS PER DAY FOR PERMEABLE SOIL WITH A HIGH WATER TABLE TABLE 903.1(9) DESIGN CRITERIA FOR A ONE-BEDROOM HOME FOR A MOUND ON A 0- TO 12-PERCENT SLOPE WITH LOADING RATES OF 150 GALLONS PER DAY FOR PERMEABLE SOIL WITH A HIGH WATER TABLE |
| 58 | TABLE 903.1(10) DESIGN CRITERIA FOR A TWO-BEDROOM HOME FOR A MOUND ON A 0- TO 12-PERCENT SLOPE WITH LOADING RATES OF 300 GALLONS PER DAY FOR PERMEABLE SOIL WITH A HIGH WATER TABLE TABLE 903.1(10) DESIGN CRITERIA FOR A TWO-BEDROOM HOME FOR A MOUND ON A 0- TO 12-PERCENT SLOPE WITH LOADING RATES OF 300 GALLONS PER DAY FOR PERMEABLE SOIL WITH A HIGH WATER TABLE |
| 59 | TABLE 903.1(11) DESIGN CRITERIA FOR A THREE-BEDROOM HOME FOR A MOUND ON A 0- TO 12-PERCENT SLOPE WITH LOADING RATES OF 450 GALLONS PER DAY FOR PERMEABLE SOIL WITH A HIGH WATER TABLE TABLE 903.1(11) DESIGN CRITERIA FOR A THREE-BEDROOM HOME FOR A MOUND ON A 0- TO 12-PERCENT SLOPE WITH LOADING RATES OF 450 GALLONS PER DAY FOR PERMEABLE SOIL WITH A HIGH WATER TABLE |
| 60 | TABLE 903.1(12) DESIGN CRITERIA FOR A FOUR-BEDROOM HOME FOR A MOUND ON A 0- TO 12-PERCENT SLOPE WITH LOADING RATES OF 600 GALLONS PER DAY FOR PERMEABLE SOIL WITH A HIGH WATER TABLE TABLE 903.1(12) DESIGN CRITERIA FOR A FOUR-BEDROOM HOME FOR A MOUND ON A 0- TO 12-PERCENT SLOPE WITH LOADING RATES OF 600 GALLONS PER DAY FOR PERMEABLE SOIL WITH A HIGH WATER TABLE |
| 61 | EQUATION 9-6 EQUATION 9-6 EQUATION 9-7 EQUATION 9-7 TABLE 903.5.5 DOWNSLOPE AND UP SLOPE WIDTH CORRECTIONS FOR MOUNDS ON SLOPING SITES TABLE 903.5.5 DOWNSLOPE AND UP SLOPE WIDTH CORRECTIONS FOR MOUNDS ON SLOPING SITES EQUATION 9-8 EQUATION 9-8 TABLE 903.6 INFILTRATIVE CAPACITY OF NATURAL SOIL TABLE 903.6 INFILTRATIVE CAPACITY OF NATURAL SOIL EQUATION 9-9 EQUATION 9-9 EQUATION 9-10 EQUATION 9-10 EQUATION 9-11 EQUATION 9-11 EQUATION 9-12 EQUATION 9-12 SECTION 904 CONSTRUCTION TECHNIQUES SECTION 904 CONSTRUCTION TECHNIQUES |
| 64 | CHAPTER 10 CESSPOOLS CHAPTER 10 CESSPOOLS SECTION 1001 GENERAL SECTION 1001 GENERAL |
| 66 | CHAPTER 11 RESIDENTIAL WASTE WATER SYSTEMS CHAPTER 11 RESIDENTIAL WASTE WATER SYSTEMS SECTION 1101 GENERAL SECTION 1101 GENERAL |
| 68 | CHAPTER 12 INSPECTIONS CHAPTER 12 INSPECTIONS SECTION 1201 GENERAL SECTION 1201 GENERAL SECTION 1202 INSPECTIONS SECTION 1202 INSPECTIONS |
| 70 | CHAPTER 13 NONLIQUID SATURATED TREATMENT SYSTEMS CHAPTER 13 NONLIQUID SATURATED TREATMENT SYSTEMS SECTION 1301 GENERAL SECTION 1301 GENERAL |
| 72 | CHAPTER 14 REFERENCED STANDARDS CHAPTER 14 REFERENCED STANDARDS ASTM ASTM |
| 73 | CSA CSA CISPI CISPI ICC ICC NSF NSF UL UL |
| 74 | APPENDIX A SYSTEM LAYOUT ILLUSTRATIONS APPENDIX A SYSTEM LAYOUT ILLUSTRATIONS FIGURE A-1 (SECTION 403.1.1) EXAMPLE OF SOIL-BORING LOCATIONS FOR TWO CONTIGUOUS ABSORPTION AREAS FIGURE A-1 (SECTION 403.1.1) EXAMPLE OF SOIL-BORING LOCATIONS FOR TWO CONTIGUOUS ABSORPTION AREAS FIGURE A-2 (SECTION 405.2.4) MONITORING WELL DESIGN FIGURE A-2 (SECTION 405.2.4) MONITORING WELL DESIGN |
| 75 | FIGURE A-3 (SECTION 406.6.7) DESIGN OF FILLED AREA SYSTEM FIGURE A-3 (SECTION 406.6.7) DESIGN OF FILLED AREA SYSTEM FIGURE A-4 (SECTION 605.7) OBSERVATION PIPE FIGURE A-4 (SECTION 605.7) OBSERVATION PIPE |
| 76 | FIGURE A-5 (SECTION 703.1) PRESSURE DISTRIBUTION SYSTEM DESIGN FIGURE A-5 (SECTION 703.1) PRESSURE DISTRIBUTION SYSTEM DESIGN FIGURE A-6 (SECTION 903.1) MOUND USING THREE TRENCHES FOR ABSORPTION AREA FIGURE A-6 (SECTION 903.1) MOUND USING THREE TRENCHES FOR ABSORPTION AREA |
| 77 | FIGURE A-7 (SECTION 903.1) PLAN VIEW OF MOUND USING A BED FOR THE ABSORPTION AREA FIGURE A-7 (SECTION 903.1) PLAN VIEW OF MOUND USING A BED FOR THE ABSORPTION AREA FIGURE A-8 (SECTION 903.1) CROSS SECTION OF A MOUND SYSTEM USING THREE TRENCHES FOR THE ABSORPTION AREA FIGURE A-8 (SECTION 903.1) CROSS SECTION OF A MOUND SYSTEM USING THREE TRENCHES FOR THE ABSORPTION AREA |
| 78 | FIGURE A-9 (SECTION 903.1) CROSS SECTION OF A MOUND SYSTEM USING A BED FOR THE ABSORPTION AREA FIGURE A-9 (SECTION 903.1) CROSS SECTION OF A MOUND SYSTEM USING A BED FOR THE ABSORPTION AREA FIGURE A-10 (SECTION 903.1) DISTRIBUTION PIPE LAYOUT FIGURE A-10 (SECTION 903.1) DISTRIBUTION PIPE LAYOUT |
| 80 | APPENDIX B TABLES FOR PRESSURE DISTRIBUTION SYSTEMS APPENDIX B TABLES FOR PRESSURE DISTRIBUTION SYSTEMS TABLE B-1 REQUIRED DISTRIBUTION PIPE DIAMETERS FOR VARIOUS HOLE DIAMETERS,HOLE SPACINGS AND DISTRIBUTION PIPE LENGTHS (SCHEDULE 40 PLASTIC PIPE) TABLE B-1 REQUIRED DISTRIBUTION PIPE DIAMETERS FOR VARIOUS HOLE DIAMETERS,HOLE SPACINGS AND DISTRIBUTION PIPE LENGTHS (SCHEDULE 40 PLASTIC PIPE) TABLE B-2a DISTRIBUTION PIPE DISCHARGE RATE TABLE B-2a DISTRIBUTION PIPE DISCHARGE RATE |
| 81 | TABLE B-3 RECOMMENDED MANIFOLD DIAMETERS FOR VARIOUS MANIFOLD LENGTHS, NUMBER OF DISTRIBUTION PIPES AND DISTRIBUTION PIPE DISCHARGE RATES (SCHEDULE 40 PLASTIC PIPE) TABLE B-3 RECOMMENDED MANIFOLD DIAMETERS FOR VARIOUS MANIFOLD LENGTHS, NUMBER OF DISTRIBUTION PIPES AND DISTRIBUTION PIPE DISCHARGE RATES (SCHEDULE 40 PLASTIC PIPE) TABLE B-4a PUMP DOSING RATE TABLE B-4a PUMP DOSING RATE |
| 82 | TABLE B-5 FRICTION LOSSa IN SCHEDULE 40 PLASTIC PIPE (C = 150) TABLE B-5 FRICTION LOSSa IN SCHEDULE 40 PLASTIC PIPE (C = 150) |
| 83 | TABLE B-6a MINIMUM DOSE VOLUME BASED ON PIPE SIZE, LENGTH AND NUMBER TABLE B-6a MINIMUM DOSE VOLUME BASED ON PIPE SIZE, LENGTH AND NUMBER |
| 84 | INDEX INDEX |
| 90 | ICC-ES PMG LISTING PROGRAM ICC-ES PMG LISTING PROGRAM |
| 91 | ICC MEMBERSHIP INFORMATION ICC MEMBERSHIP INFORMATION |
| 92 | ICC TRAINING INFORMATION ICC TRAINING INFORMATION |
| 93 | 2009 I-CODES SIGNIFICANT CHANGES SERIES 2009 I-CODES SIGNIFICANT CHANGES SERIES ECODES.BIZ ECODES.BIZ |
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