ICC IPSDC 2021 1stptg
$28.71
International Private Sewage Disposal Code, 2nd Printing
| Published By | Publication Date | Number of Pages |
| ICC | 2021 | 99 |
The 2021 IPSDC® companion to the IPC® includes provisions for design, installation, and inspection of private sewage disposal systems, and provides flexibility in the development of safe systems.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2021 IPSDC® INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE® |
| 2 | 2021 IPSDC® INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE® TITLE PAGE |
| 3 | COPYRIGHT |
| 4 | PREFACE |
| 10 | ARRANGEMENT AND FORMAT OF THE 2021 IPSDC |
| 14 | TABLE OF CONTENTS |
| 16 | CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 SCOPE AND GENERAL REQUIREMENTS SECTION 102 APPLICABILITY |
| 17 | PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 CODE COMPLIANCE AGENCY SECTION 104 DUTIES AND POWERS OF THE CODE OFFICIAL |
| 18 | SECTION 105 APPROVAL |
| 19 | SECTION 106 PERMITS |
| 20 | SECTION 107 CONSTRUCTION DOCUMENTS |
| 21 | SECTION 108 NOTICE OF APPROVAL SECTION 109 TEMPORARY EQUIPMENT, SYSTEMS AND USES SECTION 110 SERVICE UTILITIES SECTION 111 INSPECTIONS |
| 22 | SECTION 112 MEANS OF APPEAL SECTION 113 BOARD OF APPEALS SECTION 114 VIOLATIONS |
| 23 | SECTION 115 STOP WORK ORDER |
| 24 | CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS |
| 28 | CHAPTER 3 GENERAL REGULATIONS SECTION 301 GENERAL SECTION 302 SPECIFIC LIMITATIONS SECTION 303 FLOOD HAZARD AREAS SECTION 304 ALTERNATIVE ENGINEERED DESIGN |
| 30 | CHAPTER 4 SITE EVALUATION AND REQUIREMENTS SECTION 401 GENERAL SECTION 402 SLOPE SECTION 403 SOIL BORINGS AND EVALUATION |
| 31 | SECTION 404 PERCOLATION OR PERMEABILITY EVALUATION |
| 32 | SECTION 405 SOIL VERIFICATION |
| 33 | SECTION 406 SITE REQUIREMENTS TABLE 406.1 MINIMUM HORIZONTAL SEPARATION DISTANCES FOR SOIL ABSORPTION SYSTEMS |
| 34 | FIGURE 406.7.3 CONCEPTUAL DESIGN SKETCH FOR ALTERING SLOPES |
| 36 | CHAPTER 5 MATERIALS SECTION 501 GENERAL SECTION 502 IDENTIFICATION SECTION 503 PERFORMANCE REQUIREMENTS SECTION 504 TANKS |
| 37 | TABLE 504.1.2 TANK CAPACITY SECTION 505 PIPE, JOINTS AND CONNECTIONS |
| 38 | TABLE 505.1 PRIVATE SEWAGE DISPOSAL SYSTEM PIPE TABLE 505.1.1 DISTRIBUTION PIPE |
| 39 | SECTION 506 PROHIBITED JOINTS AND CONNECTIONS |
| 40 | CHAPTER 6 SOIL ABSORPTION SYSTEMS SECTION 601 GENERAL SECTION 602 SIZING SOIL ABSORPTION SYSTEMS SECTION 603 RESIDENTIAL SIZING SECTION 604 OTHER BUILDING SIZING EQUATION 6-1 SECTION 605 INSTALLATION OF CONVENTIONAL SOIL ABSORPTION SYSTEMS |
| 41 | TABLE 603.1 MINIMUM ABSORPTION AREA FOR ONE- AND TWO-FAMILY DWELLINGS TABLE 604.1(1) MINIMUM ABSORPTION AREA FOR OTHER THAN ONE- AND TWO-FAMILY DWELLINGS |
| 42 | TABLE 604.1(2) CONVERSION FACTOR |
| 43 | TABLE 604.1(2)—continued CONVERSION FACTOR TABLE 605.3 EFFECTIVE SQUARE-FOOT ABSORPTION AREA FOR SEEPAGE PITS |
| 44 | CHAPTER 7 PRESSURE DISTRIBUTION SYSTEMS SECTION 701 GENERAL SECTION 702 DESIGN LOADING RATE TABLE 702.1 SOIL REQUIRED TABLE 702.2 DESIGN LOADING RATE SECTION 703 SYSTEM DESIGN |
| 45 | FORMULA 7-1 TABLE 703.3 HAZEN-WILLIAMS FRICTION FACTOR EQUATION 7-1 EQUATION 7-2 EQUATION 7-3 SECTION 704 BED AND TRENCH CONSTRUCTION SECTION 705 PUMPS |
| 46 | SECTION 706 DOSING TABLE 706.1 ESTIMATED VOLUME FOR VARIOUS DIAMETER PIPES |
| 48 | CHAPTER 8 TANKS SECTION 801 GENERAL SECTION 802 SEPTIC TANKS AND OTHER TREATMENT TANKS |
| 49 | TABLE 802.7.1 SEPTIC TANK CAPACITY FOR ONE AND TWO-FAMILY DWELLINGS TABLE 802.7.2 ADDITIONAL CAPACITY FOR OTHER BUILDINGS |
| 50 | TABLE 802.7.2—continued ADDITIONAL CAPACITY FOR OTHER BUILDINGS TABLE 802.8 MINIMUM HORIZONTAL SEPARATION DISTANCES FOR TREATMENT TANKS |
| 51 | TABLE 802.11.1 PUMP CHAMBER SIZES SECTION 803 MAINTENANCE AND SLUDGE DISPOSAL SECTION 804 CHEMICAL RESTORATION SECTION 805 HOLDING TANKS TABLE 805.2 MINIMUM LIQUID CAPACITY OF HOLDING TANKS |
| 52 | CHAPTER 9 MOUND SYSTEMS SECTION 901 GENERAL SECTION 902 SOIL AND SITE REQUIREMENTS TABLE 902.2 MINIMUM SOIL DEPTHS FOR MOUND SYSTEM INSTALLATION SECTION 903 SYSTEM DESIGN |
| 53 | EQUATION 9-1 EQUATION 9-2 EQUATION 9-3 EQUATION 9-4 |
| 54 | 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 |
| 55 | 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(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 |
| 56 | TABLE 903.1(4)—continued 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(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 |
| 57 | 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(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 |
| 58 | TABLE 903.1(7)—continued 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(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 |
| 59 | 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(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 |
| 60 | 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(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 | TABLE 903.1(12)—continued 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 EQUATION 9-5 EQUATION 9-6 EQUATION 9-7 EQUATION 9-8 TABLE 903.5.5 DOWNSLOPE AND UPSLOPE WIDTH CORRECTIONS FOR MOUNDS ON SLOPING SITES TABLE 903.6 INFILTRATIVE CAPACITY OF NATURAL SOIL EQUATION 9-9 EQUATION 9-10 |
| 62 | EQUATION 9-11 EQUATION 9-12 SECTION 904 CONSTRUCTION TECHNIQUES |
| 64 | CHAPTER 10 CESSPOOLS SECTION 1001 GENERAL |
| 66 | CHAPTER 11 RESIDENTIAL WASTEWATER SYSTEMS SECTION 1101 GENERAL |
| 68 | CHAPTER 12 INSPECTIONS SECTION 1201 GENERAL SECTION 1202 INSPECTIONS |
| 70 | CHAPTER 13 NONLIQUID SATURATED TREATMENT SYSTEMS SECTION 1301 GENERAL |
| 72 | CHAPTER 14 REFERENCED STANDARDS ASTM |
| 74 | CISPI CSA ICC NSF |
| 75 | UL |
| 76 | APPENDIX A SYSTEM LAYOUT ILLUSTRATIONS A101 SYSTEM LAYOUTS FIGURE A101.1(1) (SECTION 403.1.1) EXAMPLE OF SOIL-BORING LOCATIONS FOR TWO CONTIGUOUS ABSORPTION AREAS FIGURE A101.1(2) (SECTION 405.2.4) MONITORING WELL DESIGN |
| 77 | FIGURE A101.1(3) (SECTION 406.6.7) DESIGN OF FILLED AREA SYSTEM FIGURE A101.1(4) (SECTION 605.7) OBSERVATION PIPE |
| 78 | FIGURE A101.1(5) (SECTION 703.1) PRESSURE DISTRIBUTION SYSTEM DESIGN FIGURE A101.1(6) (SECTION 903.1) MOUND USING THREE TRENCHES FOR ABSORPTION AREA |
| 79 | FIGURE A101.1(7) (SECTION 903.1) PLAN VIEW OF MOUND USING A BED FOR THE ABSORPTION AREA FIGURE A101.1(8) (SECTION 903.1) CROSS SECTION OF A MOUND SYSTEM USING THREE TRENCHES FOR THE ABSORPTION AREA |
| 80 | FIGURE A101.1(9) (SECTION 903.1) CROSS SECTION OF A MOUND SYSTEM USING A BED FOR THE ABSORPTION AREA FIGURE A101.1(10) (SECTION 903.1) DISTRIBUTION PIPE LAYOUT |
| 82 | APPENDIX B TABLES FOR PRESSURE DISTRIBUTION SYSTEMS B101 PRESSURE DISTRIBUTION SYSTEMS TABLE B101.1(1) REQUIRED DISTRIBUTION PIPE DIAMETERS FOR VARIOUS HOLE DIAMETERS, HOLE SPACINGS AND DISTRIBUTION PIPE LENGTHS (SCHEDULE 40 PLASTIC PIPE) |
| 83 | FIGURE B101.1(1) DISTRIBUTION PIPE DISCHARGE RATEa TABLE B101.1(2) RECOMMENDED MANIFOLD DIAMETERS FOR VARIOUS MANIFOLD LENGTHS, NUMBER OF DISTRIBUTION PIPES AND DISTRIBUTION PIPE DISCHARGE RATES (SCHEDULE 40 PLASTIC PIPE) |
| 84 | FIGURE B101.1(2) PUMP DOSING RATEa TABLE B101.1(3) FRICTION LOSSa IN SCHEDULE 40 PLASTIC PIPE (C = 150) |
| 85 | TABLE B101.1(3)—continued FRICTION LOSSa IN SCHEDULE 40 PLASTIC PIPE (C = 150) |
| 86 | FIGURE B101.1(3) MINIMUM DOSE VOLUME BASED ON PIPE SIZE, LENGTH AND NUMBERaFor |
| 88 | APPENDIX C BOARD OF APPEALS [A] C101 GENERAL |
| 90 | INDEX |
| 96 | ICC EVALUATION SERVICE |
| 97 | ICC LEARNING CENTER |
| 98 | ICC ASSESSMENT CENTER |
| 99 | ICC DIGITAL CODES LIBRARY |
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