ICC IPSDC 2024 1stptg
$27.35
International Private Sewage Disposal Code
| Published By | Publication Date | Number of Pages |
| ICC | 2024 | 85 |
The 2024 International Codes (I-Codes ) have undergone substantial formatting changes as part of the digital transformation strategy of the International Code Council (ICC ) to improve the user experience. The changes, promoting a cleaner, more modern look and enhancing readability and sustainability, include: Single column text format and modernized font styles improves readability QR Codes replace vertical margin sidebars and arrows to identify code changes more accurately Shading for table headers and notes improves locating tables and applicable notes Grouping of associated content brings tables and figures immediately after the parent section Users have capability to validate authenticity of their book and register it with the ICC to receive incentives. The 2024 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 | 2024 INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE® |
| 2 | 2024 INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE® |
| 3 | COPYRIGHT |
| 4 | NEW DESIGN FOR THE 2024 INTERNATIONAL CODES |
| 5 | PREFACE |
| 9 | ARRANGEMENT AND FORMAT OF THE 2024 IPSDC |
| 12 | CONTENTS |
| 13 | CHAPTER 1: SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101—SCOPE AND GENERAL REQUIREMENTS SECTION 102—APPLICABILITY |
| 14 | PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103—CODE COMPLIANCE AGENCY |
| 15 | SECTION 104—DUTIES AND POWERS OF THE CODE OFFICIAL |
| 17 | SECTION 105—PERMITS |
| 18 | SECTION 106—FEES SECTION 107—CONSTRUCTION DOCUMENTS |
| 19 | SECTION 108—NOTICE OF APPROVAL SECTION 109—TEMPORARY USES, EQUIPMENT AND SYSTEMS SECTION 110—SERVICE UTILITIES SECTION 111—INSPECTIONS |
| 20 | SECTION 112—MEANS OF APPEALS |
| 21 | SECTION 113—VIOLATIONS SECTION 114—STOP WORK ORDER |
| 22 | CHAPTER 2: DEFINITIONS SECTION 201—GENERAL SECTION 202—GENERAL DEFINITIONS |
| 25 | CHAPTER 3: GENERAL REGULATIONS SECTION 301—GENERAL SECTION 302—SPECIFIC LIMITATIONS SECTION 303—FLOOD HAZARD AREAS SECTION 304—ALTERNATIVE ENGINEERED DESIGN |
| 27 | CHAPTER 4: SITE EVALUATION AND REQUIREMENTS SECTION 401—GENERAL SECTION 402—SLOPE SECTION 403—SOIL BORINGS AND EVALUATION |
| 28 | SECTION 404—PERCOLATION OR PERMEABILITY EVALUATION |
| 29 | SECTION 405—SOIL VERIFICATION SECTION 406—SITE REQUIREMENTS |
| 30 | TABLE 406.1—MINIMUM HORIZONTAL SEPARATION DISTANCES FOR SOIL ABSORPTION SYSTEMS |
| 31 | FIGURE 406.7.3—CONCEPTUAL DESIGN SKETCH FOR ALTERING SLOPES |
| 32 | CHAPTER 5: MATERIALS SECTION 501—GENERAL SECTION 502—IDENTIFICATION SECTION 503—PERFORMANCE REQUIREMENTS SECTION 504—TANKS |
| 33 | TABLE 504.1.2 TANK CAPACITY SECTION 505—PIPE, JOINTS AND CONNECTIONS TABLE 505.1—PRIVATE SEWAGE DISPOSAL SYSTEM PIPE |
| 34 | TABLE 505.1.1—DISTRIBUTION PIPE |
| 35 | SECTION 506—PROHIBITED JOINTS AND CONNECTIONS |
| 36 | CHAPTER 6: SOIL ABSORPTION SYSTEMS SECTION 601—GENERAL SECTION 602—SIZING SOIL ABSORPTION SYSTEMS SECTION 603—RESIDENTIAL SIZING TABLE 603.1—MINIMUM ABSORPTION AREA FOR ONE- AND TWO-FAMILY DWELLINGS SECTION 604—OTHER BUILDING SIZING |
| 37 | TABLE 604.1(1)—MINIMUM ABSORPTION AREA FOR OTHER THAN ONE- AND TWO-FAMILY DWELLINGS TABLE 604.1(2)—CONVERSION FACTOR |
| 38 | TABLE 604.1(2)—CONVERSION FACTOR—continued SECTION 605—INSTALLATION OF CONVENTIONAL SOIL ABSORPTION SYSTEMS TABLE 605.3—EFFECTIVE SQUARE-FOOT ABSORPTION AREA FOR SEEPAGE PITS |
| 40 | 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 |
| 41 | TABLE 703.3—HAZEN-WILLIAMS FRICTION FACTOR |
| 42 | EQUATION 7-1 EQUATION 7-2 EQUATION 7-3 SECTION 704—BED AND TRENCH CONSTRUCTION SECTION 705—PUMPS SECTION 706—DOSING |
| 43 | TABLE 706.1—ESTIMATED VOLUME FOR VARIOUS DIAMETER PIPES |
| 44 | CHAPTER 8: TANKS SECTION 801—GENERAL SECTION 802—SEPTIC TANKS AND OTHER TREATMENT TANKS |
| 45 | TABLE 802.7.1—SEPTIC TANK CAPACITY FOR ONE- AND TWO-FAMILY DWELLINGS TABLE 802.7.2—ADDITIONAL CAPACITY FOR OTHER BUILDINGS |
| 46 | TABLE 802.7.2—ADDITIONAL CAPACITY FOR OTHER BUILDINGS—continued TABLE 802.8—MINIMUM HORIZONTAL SEPARATION DISTANCES FOR TREATMENT TANKS |
| 47 | 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 |
| 48 | TABLE 805.2—MINIMUM LIQUID CAPACITY OF HOLDING TANKS—continued |
| 49 | CHAPTER 9: MOUND SYSTEMS SECTION 901—GENERAL SECTION 902 —SOIL AND SITE REQUIREMENTS TABLE 902.2—MINIMUM SOIL DEPTHS FOR MOUND SYSTEM INSTALLATION |
| 50 | SECTION 903—SYSTEM DESIGN TABLE 903.1(1)—DESIGN CRITERIA FOR A MOUND FOR A ONE-BEDROOM HOME ON A0- 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 A0- TO 6-PERCENT SLOPE WITH LOADING RATES OF 300 GALLONS PER DAY FOR SLOWLY PERMEABLE SOIL |
| 51 | TABLE 903.1(2)—DESIGN CRITERIA FOR A TWO-BEDROOM HOME FOR A MOUND ON A0- TO 6-PERCENT SLOPE WITH LOADING RATES OF 300 GALLONS PER DAY FOR SLOWLY PERMEABLE SOIL—continued TABLE 903.1(3)—DESIGN CRITERIA FOR A THREE-BEDROOM HOME FOR A MOUND ON A0- 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 A0- 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 SLOPEWITH LOADING RATES OF 150 GALLONS PER DAY FOR SHALLOW PERMEABLE SOIL OVER CREVICED BEDROCK |
| 53 | TABLE 903.1(5)—DESIGN CRITERIA FOR A ONE-BEDROOM HOME FOR A MOUND ON A 0- TO 12-PERCENT SLOPEWITH LOADING RATES OF 150 GALLONS PER DAY FOR SHALLOW PERMEABLE SOIL OVER CREVICED BEDROCK—continued TABLE 903.1(6)—DESIGN CRITERIA FOR A TWO-BEDROOM HOME FOR A MOUND ON A 0- TO 12-PERCENT SLOPEWITH LOADING RATES OF 300 GALLONS PER DAY FOR SHALLOW PERMEABLE SOIL OVER CREVICED BEDROCK |
| 54 | TABLE 903.1(7)—DESIGN CRITERIA FOR A THREE-BEDROOM HOME FOR A MOUND ON A 0- TO 12-PERCENT SLOPEWITH 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 LOADINGRATES OF 600 GALLONS PER DAY FOR SHALLOW PERMEABLE SOIL OVER CREVICED BEDROCK |
| 55 | TABLE 903.1(8)—DESIGN CRITERIA FOR A FOUR-BEDROOM HOME FOR A MOUND ON A 0- TO 12-PERCENT SLOPE WITH LOADINGRATES OF 600 GALLONS PER DAY FOR SHALLOW PERMEABLE SOIL OVER CREVICED BEDROCK—continued TABLE 903.1(9)—DESIGN CRITERIA FOR A ONE-BEDROOM HOME FOR A MOUND ON A 0- TO 12-PERCENT SLOPEWITH 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 LOADINGRATES OF 300 GALLONS PER DAY FOR PERMEABLE SOIL WITH A HIGH WATER TABLE |
| 56 | TABLE 903.1(10)—DESIGN CRITERIA FOR A TWO-BEDROOM HOME FOR A MOUND ON A 0- TO 12-PERCENT SLOPE WITH LOADINGRATES OF 300 GALLONS PER DAY FOR PERMEABLE SOIL WITH A HIGH WATER TABLE—continued TABLE 903.1(11)—DESIGN CRITERIA FOR A THREE-BEDROOM HOME FOR A MOUND ON A 0- TO 12-PERCENT SLOPEWITH LOADING RATES OF 450 GALLONS PER DAY FOR PERMEABLE SOIL WITH A HIGH WATER TABLE |
| 57 | TABLE 903.1(11)—DESIGN CRITERIA FOR A THREE-BEDROOM HOME FOR A MOUND ON A 0- TO 12-PERCENT SLOPEWITH LOADING RATES OF 450 GALLONS PER DAY FOR PERMEABLE SOIL WITH A HIGH WATER TABLE—continued TABLE 903.1(12)—DESIGN CRITERIA FOR A FOUR-BEDROOM HOME FOR A MOUND ON A 0- TO 12-PERCENT SLOPEWITH LOADING RATES OF 600 GALLONS PER DAY FOR PERMEABLE SOIL WITH A HIGH WATER TABLE |
| 58 | EQUATION 9-1 EQUATION 9-2 EQUATION 9-3 EQUATION 9-4 |
| 59 | EQUATION 9-5 EQUATION 9-6 EQUATION 9-7 TABLE 903.5.5—DOWNSLOPE AND UPSLOPE WIDTH CORRECTIONS FOR MOUNDS ON SLOPING SITES EQUATION 9-8 |
| 60 | TABLE 903.6—INFILTRATIVE CAPACITY OF NATURAL SOIL EQUATION 9-9 EQUATION 9-10 EQUATION 9-11 EQUATION 9-12 SECTION 904—CONSTRUCTION TECHNIQUES |
| 62 | CHAPTER 10: CESSPOOLS SECTION 1001—GENERAL |
| 63 | CHAPTER 11: RESIDENTIAL WASTEWATER SYSTEMS SECTION 1101—GENERAL |
| 64 | CHAPTER 12: INSPECTIONS SECTION 1201—GENERAL SECTION 1202—INSPECTIONS |
| 65 | CHAPTER 13: NONLIQUID SATURATED TREATMENT SYSTEMS SECTION 1301—GENERAL |
| 66 | CHAPTER 14: REFERENCED STANDARDS ASTM |
| 67 | CISPI |
| 68 | CSA ICC ISO NSF UL |
| 69 | APPENDIX A: SYSTEM LAYOUT ILLUSTRATIONS SECTION 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 FIGURE A101.1(3) (SECTION 406.6.7)—DESIGN OF FILLED AREA SYSTEM |
| 70 | FIGURE A101.1(4) (SECTION 605.7)—OBSERVATION PIPE 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 |
| 71 | 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 AMOUND SYSTEM USING THREE TRENCHES FOR THE ABSORPTION AREA FIGURE A101.1(9) (SECTION 903.1)—CROSS SECTION OF A MOUND SYSTEM USING A BED FOR THE ABSORPTION AREA |
| 72 | FIGURE A101.1(10) (SECTION 903.1)—DISTRIBUTION PIPE LAYOUT |
| 73 | APPENDIX B: TABLES FOR PRESSURE DISTRIBUTION SYSTEMS SECTION 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) FIGURE B101.1(1)—DISTRIBUTION PIPE DISCHARGE RATEa |
| 74 | TABLE B101.1(2)—RECOMMENDED MANIFOLD DIAMETERS FOR VARIOUS MANIFOLD LENGTHS,NUMBER OF DISTRIBUTION PIPES AND DISTRIBUTION PIPE DISCHARGE RATES (SCHEDULE 40 PLASTIC PIPE) FIGURE B101.1(2)—PUMP DOSING RATEa |
| 75 | TABLE B101.1(3)—FRICTION LOSSa IN SCHEDULE 40 PLASTIC PIPE(C = 150) |
| 76 | TABLE B101.1(3)—FRICTION LOSSa IN SCHEDULE 40 PLASTIC PIPE(C = 150)—continued FIGURE B101.1(3)—MINIMUM DOSE VOLUME BASED ON PIPE SIZE, LENGTH AND NUMBERa |
| 77 | APPENDIX C: BOARD OF APPEALS [A] SECTION C101—GENERAL |
| 79 | INDEX |
| 82 | ICC DIGITAL CODE PREMIUM® |
| 83 | ICC EVALUATION SERVICE® |
| 84 | ICC CREDENTIALING |
| 85 | CHANGES TO THE CODE DEVELOPMENT PROCESS |
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