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IPSDC 06 2006

IPSDC 06 2006

$17.31

International Private Sewage Disposal Code

Published By Publication Date Number of Pages
ICC 2006 5
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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
2 INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE®
INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE®
3 COPYRIGHT ©
COPYRIGHT ©
4 PREFACE
PREFACE
6 ORDINANCE
ORDINANCE
8 TABLE OF CONTENTS
TABLE OF CONTENTS
10 CHAPTER 1 ADMINISTRATION
CHAPTER 1 ADMINISTRATION
SECTION 101 GENERAL
SECTION 101 GENERAL
SECTION 102 APPLICABILITY
SECTION 102 APPLICABILITY
11 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
12 SECTION 105 APPROVAL
SECTION 105 APPROVAL
SECTION 106 PERMITS
SECTION 106 PERMITS
14 SECTION 107 INSPECTIONS
SECTION 107 INSPECTIONS
SECTION 108 VIOLATIONS
SECTION 108 VIOLATIONS
15 SECTION 109 MEANS OF APPEAL
SECTION 109 MEANS OF APPEAL
18 CHAPTER 2 DEFINITIONS
CHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS
SECTION 202 GENERAL DEFINITIONS
20 CHAPTER 3 GENERAL REGULATIONS
CHAPTER 3 GENERAL REGULATIONS
SECTION 301GENERAL
SECTION 301GENERAL
SECTION 302 SPECIFIC LIMITATIONS
SECTION 302 SPECIFIC LIMITATIONS
[B] SECTION 303 FLOOD HAZARD AREAS
[B] SECTION 303 FLOOD HAZARD AREAS
22 CHAPTER 4 SITE EVALUATION AND REQUIREMENTS
CHAPTER 4 SITE EVALUATION AND REQUIREMENTS
SECTION 401GENERAL
SECTION 401GENERAL
SECTION 402 SLOPE
SECTION 402 SLOPE
SECTION 403 SOIL BORINGS AND EVALUATION
SECTION 403 SOIL BORINGS AND EVALUATION
23 SECTION 404 PERCOLATION OR PERMEABILITY EVALUATION
SECTION 404 PERCOLATION OR PERMEABILITY EVALUATION
24 SECTION 405 SOIL VERIFICATION
SECTION 405 SOIL VERIFICATION
25 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
26 FIGURE 406.7.3 CONCEPTUAL DESIGN SKETCH FOR ALTERING SLOPES
FIGURE 406.7.3 CONCEPTUAL DESIGN SKETCH FOR ALTERING SLOPES
28 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
29 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
30 SECTION 506 PROHIBITED JOINTS AND CONNECTIONS
SECTION 506 PROHIBITED JOINTS AND CONNECTIONS
32 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
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 603 RESIDENTIAL SIZING
SECTION 603 RESIDENTIAL SIZING
SECTION 604 OTHER BUILDING SI ING
SECTION 604 OTHER BUILDING SI ING
(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
33 TABLE 604.1(2) CONVERSION FACTOR
TABLE 604.1(2) CONVERSION FACTOR
34 SECTION 605 INSTALLATION OF CONVENTIONAL SOIL ABSORPTION SYSTEMS
SECTION 605 INSTALLATION OF CONVENTIONAL SOIL ABSORPTION SYSTEMS
TABLE 605.3 EFFECTIVE SQUARE-FOOT ABSORPTION AREA FOR SEEPAGE PITS
TABLE 605.3 EFFECTIVE SQUARE-FOOT ABSORPTION AREA FOR SEEPAGE PITS
36 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)
37 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
38 TABLE 706.1 ESTI MATED VOLUME FOR VARIOUS DIAMETER PIPES
TABLE 706.1 ESTI MATED VOLUME FOR VARIOUS DIAMETER PIPES
40 CHAPTER 8 TANKS
CHAPTER 8 TANKS
SECTION 801GENERAL
SECTION 801GENERAL
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-FAM ILY DWELLINGS
TABLE 802.7.1 SEPTIC TANK CAPACITY FOR ONE- AND TWO-FAM ILY DWELLINGS
41 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
42 TABLE 802.7.2 ADDITIONAL CAPACITY FOR OTHER BUILDINGS
TABLE 802.7.2 ADDITIONAL CAPACITY FOR OTHER BUILDINGS
43 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
44 CHAPTER 9 MOUND SYSTEMS
CHAPTER 9 MOUND SYSTEMS
SECTION 901GENERAL
SECTION 901GENERAL
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
45 TABLE 903.1(1) DESIGN CRITERIA FOR A MOUND FOR A ONE-BED ROOM HOME ON A 0- TO 6-PER CENT 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-BED ROOM HOME ON A 0- TO 6-PER CENT SLOPE WITH LOADING RATES OF 150 GALLONS PER DAY FOR SLOWLY PERMEABLE SOIL
TABLE 903.1(2) DESIGN CRITERIA FOR A MOUND FOR A ONE-BED ROOM HOME ON A 0- TO 6-PER CENT SLOPE WITH LOADING RATES OF 300 GALLONS PER DAY FOR SLOWLY PERMEABLE SOIL
TABLE 903.1(2) DESIGN CRITERIA FOR A MOUND FOR A ONE-BED ROOM HOME ON A 0- TO 6-PER CENT SLOPE WITH LOADING RATES OF 300 GALLONS PER DAY FOR SLOWLY PERMEABLE SOIL
47 TABLE 903.1(4) DESIGN CRITERIA FOR A MOUND FOR A ONE-BED ROOM HOME ON A 0- TO 6-PER CENT SLOPE WITH LOADING RATES OF 600 GALLONS PER DAY FOR SLOWLY PERMEABLE SOIL
TABLE 903.1(4) DESIGN CRITERIA FOR A MOUND FOR A ONE-BED ROOM HOME ON A 0- TO 6-PER CENT SLOPE WITH LOADING RATES OF 600 GALLONS PER DAY FOR SLOWLY PERMEABLE SOIL
48 TABLE 903.1(5) DESIGN CRITERIA FOR A MOUND FOR A ONE-BED ROOM HOME ON A 0- TO 12-PER CENT SLOPE WITH LOADING RATES OF150 GALLONS PER DAY FOR SHALLOW PERMEABLE SOIL OVER CREVICED BEDROCK
TABLE 903.1(5) DESIGN CRITERIA FOR A MOUND FOR A ONE-BED ROOM HOME ON A 0- TO 12-PER CENT SLOPE WITH LOADING RATES OF150 GALLONS PER DAY FOR SHALLOW PERMEABLE SOIL OVER CREVICED BEDROCK
49 TABLE 903.1(6) DESIGN CRITERIA FOR A MOUND FOR A ONE-BED ROOM HOME ON A 0- TO 12-PER CENT SLOPE WITH LOADING RATES OF 300 GALLONS PER DAY FOR SHALLOW PERMEABLE SOIL OVER CREVICED BEDROCK
TABLE 903.1(6) DESIGN CRITERIA FOR A MOUND FOR A ONE-BED ROOM HOME ON A 0- TO 12-PER CENT SLOPE WITH LOADING RATES OF 300 GALLONS PER DAY FOR SHALLOW PERMEABLE SOIL OVER CREVICED BEDROCK
50 TABLE 903.1(3) DESIGN CRITERIA FOR A MOUND FOR A ONE-BED ROOM HOME ON A 0- TO 6-PER CENT SLOPE WITH LOADING RATES OF450 GALLONS PER DAY FOR SLOWLY PERMEABLE SOIL
TABLE 903.1(3) DESIGN CRITERIA FOR A MOUND FOR A ONE-BED ROOM HOME ON A 0- TO 6-PER CENT SLOPE WITH LOADING RATES OF450 GALLONS PER DAY FOR SLOWLY PERMEABLE SOIL
TABLE 903.1(7) DESIGN CRITERIA FOR A MOUND FOR A ONE-BED ROOM HOME ON A 0- TO 12-PER CENT SLOPE WITH LOADING RATES OF 450 GALLONS PER DAY FOR SHALLOW PERMEABLE SOIL OVER CREVICED BEDROCK
TABLE 903.1(7) DESIGN CRITERIA FOR A MOUND FOR A ONE-BED ROOM HOME ON A 0- TO 12-PER CENT SLOPE WITH LOADING RATES OF 450 GALLONS PER DAY FOR SHALLOW PERMEABLE SOIL OVER CREVICED BEDROCK
51 TABLE 903.1(8) DESIGN CRITERIA FOR A MOUND FOR A ONE-BED ROOM HOME ON A 0- TO 12-PER CENT SLOPE WITH LOADING RATES OF 600 GALLONS PER DAY FOR SHALLOW PERMEABLE SOIL OVER CREVICED BEDROCK
TABLE 903.1(8) DESIGN CRITERIA FOR A MOUND FOR A ONE-BED ROOM HOME ON A 0- TO 12-PER CENT SLOPE WITH LOADING RATES OF 600 GALLONS PER DAY FOR SHALLOW PERMEABLE SOIL OVER CREVICED BEDROCK
52 TABLE 903.1(9) DESIGN CRITERIA FOR A MOUND FOR A ONE-BED ROOM HOME ON A 0- TO 12-PER CENT 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 MOUND FOR A ONE-BED ROOM HOME ON A 0- TO 12-PER CENT SLOPE WITH LOADING RATES OF 150 GALLONS PER DAY FOR PERMEABLE SOIL WITH A HIGH WATER TABLE
53 TABLE 903.1(10) DESIGN CRITERIA FOR A MOUND FOR A ONE-BED ROOM HOME ON A 0- TO 12-PER CENT 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 MOUND FOR A ONE-BED ROOM HOME ON A 0- TO 12-PER CENT SLOPE WITH LOADING RATES OF 300 GALLONS PER DAY FOR PERMEABLE SOIL WITH A HIGH WATER TABLE
54 TABLE 903.1(11) DESIGN CRITERIA FOR A MOUND FOR A ONE-BED ROOM HOME ON A 0- TO 12-PER CENT 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 MOUND FOR A ONE-BED ROOM HOME ON A 0- TO 12-PER CENT SLOPE WITH LOADING RATES OF 450 GALLONS PER DAY FOR PERMEABLE SOIL WITH A HIGH WATER TABLE
55 TABLE 903.1(12) DESIGN CRITERIA FOR A MOUND FOR A ONE-BED ROOM HOME ON A 0- TO 12-PER CENT 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 MOUND FOR A ONE-BED ROOM HOME ON A 0- TO 12-PER CENT SLOPE WITH LOADING RATES OF 600 GALLONS PER DAY FOR PERMEABLE SOIL WITH A HIGH WATER TABLE
(EQUATION 9-1)
(EQUATION 9-1)
56 (EQUATION 9-2)
(EQUATION 9-2)
(EQUATION 9-3)
(EQUATION 9-3)
(EQUATION9-4)
(EQUATION9-4)
(EQUATION 9-5)
(EQUATION 9-5)
(EQUATION 9-6)
(EQUATION 9-6)
(EQUATION 9-7)
(EQUATION 9-7)
TABLE 903.5.5 DOWNSLOPE AND UPSLOPE WIDTH CORRECTIONS FOR MOUNDS ON SLOPING SITES
TABLE 903.5.5 DOWNSLOPE AND UPSLOPE WIDTH CORRECTIONS FOR MOUNDS ON SLOPING SITES
(EQUATION 9-8)
(EQUATION 9-8)
57 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
58 CHAPTER 10 CESSPOOLS
CHAPTER 10 CESSPOOLS
SECTION 1001 GENERAL
SECTION 1001 GENERAL
60 CHAPTER 11 RESIDENTIAL WASTE WATER SYSTEMS
CHAPTER 11 RESIDENTIAL WASTE WATER SYSTEMS
SECTION 1101 GENERAL
SECTION 1101 GENERAL
62 CHAPTER 12 INSPECTIONS
CHAPTER 12 INSPECTIONS
SECTION 1201 GENERAL
SECTION 1201 GENERAL
SECTION 1202 INSPECTIONS
SECTION 1202 INSPECTIONS
64 CHAPTER 13 NONLIQUID SATURATED TREATMENT SYSTEMS
CHAPTER 13 NONLIQUID SATURATED TREATMENT SYSTEMS
SECTION 1301GENERAL
SECTION 1301GENERAL
66 CHAPTER 14 REFERENCED STANDARDS
CHAPTER 14 REFERENCED STANDARDS
ASTM
ASTM
67 CSA
CSA
CISPI
CISPI
ICC
ICC
NSF
NSF
68 UL
UL
70 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
71 FIGURE A-3 (SEC TION 406.6.7) DESIGN OF FILLED AREA SYSTEM
FIGURE A-3 (SEC TION 406.6.7) DESIGN OF FILLED AREA SYSTEM
FIGURE A-4 (SECTION 605.7) OBSERVATION PIPE
FIGURE A-4 (SECTION 605.7) OBSERVATION PIPE
72 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
73 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
74 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
76 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
77 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
79 TABLE B-5 FRICTION LOSSa IN SCHEDULE 40 PLASTIC PIPE (C = 150)
TABLE B-5 FRICTION LOSSa IN SCHEDULE 40 PLASTIC PIPE (C = 150)
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
80 INDEX
INDEX
86 EDITORIAL CHANGES
EDITORIAL CHANGES

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IPSDC 06 2006
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