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ICC IPSDC 2015

ICC IPSDC 2015

$24.78

International Private Sewage Disposal Code

Published By Publication Date Number of Pages
ICC 2015 93
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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 systems.

PDF Catalog

PDF Pages PDF Title
1 2015 INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE®
2 2015 IPSDC® INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE® TITLE PAGE
3 COPYRIGHT
4 PREFACE
8 EFFECTIVE USE OF THE INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE
12 LEGISLATION
14 TABLE OF CONTENTS
16 CHAPTER 1 SCOPE AND ADMINISTRATION
PART 1—SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY
17 PART 2—ADMINISTRATION AND ENFORCEMENT
SECTION 103 DEPARTMENT OF PRIVATE SEWAGE DISPOSAL INSPECTION
SECTION 104 DUTIES AND POWERS OF THE CODE OFFICIAL
18 SECTION 105 APPROVAL
SECTION 106 PERMITS
20 SECTION 107 INSPECTIONS
21 SECTION 108 VIOLATIONS
22 SECTION 109 MEANS OF APPEAL
23 SECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES
24 CHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS
26 CHAPTER 3 GENERAL REGULATIONS
SECTION 301 GENERAL
SECTION 302 SPECIFIC LIMITATIONS
SECTION 303 FLOOD HAZARD AREAS
SECTION 304 ALTERNATIVE ENGINEERED DESIGN
28 CHAPTER 4 SITE EVALUATION AND REQUIREMENTS
SECTION 401 GENERAL
SECTION 402 SLOPE
SECTION 403 SOIL BORINGS AND EVALUATION
29 SECTION 404 PERCOLATION OR PERMEABILITY EVALUATION
30 SECTION 405 SOIL VERIFICATION
31 SECTION 406 SITE REQUIREMENTS
TABLE 406.1 MINIMUM HORIZONTAL SEPARATION DISTANCES FOR SOIL ABSORPTION SYSTEMS
33 FIGURE 406.7.3 CONCEPTUAL DESIGN SKETCH FOR ALTERING SLOPES
34 CHAPTER 5 MATERIALS
SECTION 501 GENERAL
SECTION 502 IDENTIFICATION
SECTION 503 PERFORMANCE REQUIREMENTS
SECTION 504 TANKS
TABLE 504.3 TANK CAPACITY
35 SECTION 505 PIPE, JOINTS AND CONNECTIONS
TABLE 505.1 PRIVATE SEWAGE DISPOSAL SYSTEM PIPE
TABLE 505.1.1 DISTRIBUTION PIPE
36 SECTION 506 PROHIBITED JOINTS AND CONNECTIONS
38 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
EQUATION 6-1
TABLE 604.1(1) MINIMUM ABSORPTION AREA FOR OTHER THAN ONE- AND TWO-FAMILY DWELLINGS
SECTION 605 INSTALLATION OF CONVENTIONAL SOIL ABSORPTION SYSTEMS
39 TABLE 604.1(2) CONVERSION FACTOR
40 TABLE 604.1(2)—continued CONVERSION FACTOR
TABLE 605.3 EFFECTIVE SQUARE-FOOT ABSORPTION AREA FOR SEEPAGE PITS
42 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
43 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
SECTION 706 DOSING
44 TABLE 706.1 ESTIMATED VOLUME FOR VARIOUS DIAMETER PIPES
46 CHAPTER 8 TANKS
SECTION 801 GENERAL
SECTION 802 SEPTIC TANKS AND OTHER TREATMENT TANKS
TABLE 802.7.1 SEPTIC TANK CAPACITY FOR ONE- AND TWO-FAMILY DWELLINGS
47 TABLE 802.8 MINIMUM HORIZONTAL SEPARATION DISTANCES FOR TREATMENT TANKS
TABLE 802.11.1 PUMP CHAMBER SIZES
SECTION 803 MAINTENANCE AND SLUDGE DISPOSAL
SECTION 804 CHEMICAL RESTORATION
48 TABLE 802.7.2 ADDITIONAL CAPACITY FOR OTHER BUILDINGS
49 TABLE 802.7.2—continued ADDITIONAL CAPACITY FOR OTHER BUILDINGS
SECTION 805 HOLDING TANKS
TABLE 805.2 MINIMUM LIQUID CAPACITY OF HOLDING TANKS
50 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
51 EQUATION 9-1
EQUATION 9-2
EQUATION 9-3
EQUATION 9-4
EQUATION 9-5
52 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
53 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
54 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(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
55 TABLE 903.1(5)—continued 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(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
56 TABLE 903.1(6)—continued 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
57 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(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(9)—continued 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
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(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
60 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 9-6
EQUATION 9-7
TABLE 903.5.5 DOWNSLOPE AND UPSLOPE WIDTH CORRECTIONS FOR MOUNDS ON SLOPING SITES
EQUATION 9-8
TABLE 903.6 INFILTRATIVE CAPACITY OF NATURAL SOIL
EQUATION 9-9
EQUATION 9-10
EQUATION 9-11
EQUATION 9-12
61 SECTION 904 CONSTRUCTION TECHNIQUES
62 CHAPTER 10 CESSPOOLS
SECTION 1001 GENERAL
64 CHAPTER 11 RESIDENTIAL WASTE-WATER SYSTEMS
SECTION 1101 GENERAL
66 CHAPTER 12 INSPECTIONS
SECTION 1201 GENERAL
SECTION 1202 INSPECTIONS
68 CHAPTER 13 NONLIQUID SATURATED TREATMENT SYSTEMS
SECTION 1301 GENERAL
70 CHAPTER 14 REFERENCED STANDARDS
ASTM
71 CISPI
CSA
ICC
NSF
72 UL
74 APPENDIX A SYSTEM LAYOUT ILLUSTRATIONS
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
75 FIGURE A-3 (SECTION 406.6.7) DESIGN OF FILLED AREA SYSTEM
FIGURE A-4 (SECTION 605.7) OBSERVATION PIPE
76 FIGURE A-5 (SECTION 703.1) PRESSURE DISTRIBUTION SYSTEM DESIGN
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-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-10 (SECTION 903.1) DISTRIBUTION PIPE LAYOUT
80 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-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-4a PUMP DOSING RATE
82 TABLE B-5 FRICTION LOSSa IN SCHEDULE 40 PLASTIC PIPE (C = 150)
83 TABLE B-5—continued FRICTION LOSSa IN SCHEDULE 40 PLASTIC PIPE (C = 150)
TABLE B-6a MINIMUM DOSE VOLUME BASED ON PIPE SIZE, LENGTH AND NUMBER
84 INDEX

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ICC IPSDC 2015
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