IPC 09 2009

$45.77

International Plumbing Code

Published By	Publication Date	Number of Pages
ICC	2009	264

Guaranteed Safe Checkout

Category: ICC

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Description

Provides comprehensive minimum regulations for plumbing facilities in terms of both performance and prescriptive objectives, and provides for the acceptance of new and innovative products, materials and systems.

Included is the 2009 International Private Sewage Disposal Code. 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 IPC® INTERNATIONAL PLUMBING CODE® 2009 IPC® INTERNATIONAL PLUMBING CODE®
2	INTERNATIONAL PLUMBING CODE® INTERNATIONAL PLUMBING CODE®
3	COPYRIGHT COPYRIGHT
4	PREFACE PREFACE
6	EFFECTIVE USE OF THE INTERNATIONAL PLUMBING CODE EFFECTIVE USE OF THE INTERNATIONAL PLUMBING CODE
10	ORDINANCE ORDINANCE
12	TABLE OF CONTENTS TABLE OF CONTENTS
16	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
17	PART 2—ADMINISTRATION AND ENFORCEMENT PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF PLUMBING INSPECTION SECTION 103 DEPARTMENT OF PLUMBING INSPECTION SECTION 104 DUTIES AND POWERS OF THE CODE OFFICIAL SECTION 104 DUTIES AND POWERS OF THE CODE OFFICIAL SECTION 105 APPROVAL SECTION 105 APPROVAL
18	SECTION 106 PERMITS SECTION 106 PERMITS
20	SECTION 107 INSPECTIONS AND TESTING SECTION 107 INSPECTIONS AND TESTING
21	SECTION 108 VIOLATIONS SECTION 108 VIOLATIONS
22	SECTION 109 MEANS OF APPEAL SECTION 109 MEANS OF APPEAL
23	SECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES SECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES
24	CHAPTER 2 DEFINITIONS CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS SECTION 202 GENERAL DEFINITIONS
32	CHAPTER 3 GENERAL REGULATIONS CHAPTER 3 GENERAL REGULATIONS SECTION 301 GENERAL SECTION 301 GENERAL SECTION 302 EXCLUSION OF MATERIALS DETRIMENTAL TO THE SEWER SYSTEM SECTION 302 EXCLUSION OF MATERIALS DETRIMENTAL TO THE SEWER SYSTEM SECTION 303 MATERIALS SECTION 303 MATERIALS SECTION 304 RODENTPROOFING SECTION 304 RODENTPROOFING SECTION 305 PROTECTION OF PIPES AND PLUMBING SYSTEM COMPONENTS SECTION 305 PROTECTION OF PIPES AND PLUMBING SYSTEM COMPONENTS
33	TABLE 303.4 PRODUCTS AND MATERIALS REQUIRING THIRD-PARTY TESTING AND THIRD-PARTY CERTIFICATION TABLE 303.4 PRODUCTS AND MATERIALS REQUIRING THIRD-PARTY TESTING AND THIRD-PARTY CERTIFICATION SECTION 306 TRENCHING, EXCAVATION AND BACKFILL SECTION 306 TRENCHING, EXCAVATION AND BACKFILL
34	SECTION 307 STRUCTURAL SAFETY SECTION 307 STRUCTURAL SAFETY SECTION 308 PIPING SUPPORT SECTION 308 PIPING SUPPORT
35	TABLE 308.5 HANGER SPACING TABLE 308.5 HANGER SPACING SECTION 309 FLOOD HAZARD RESISTANCE SECTION 309 FLOOD HAZARD RESISTANCE SECTION 310 WASHROOM AND TOILET ROOM REQUIREMENTS SECTION 310 WASHROOM AND TOILET ROOM REQUIREMENTS
36	SECTION 311 TOILET FACILITIES FOR WORKERS SECTION 311 TOILET FACILITIES FOR WORKERS SECTION 312 TESTS AND INSPECTIONS SECTION 312 TESTS AND INSPECTIONS
37	SECTION 313 EQUIPMENT EFFICIENCIES SECTION 313 EQUIPMENT EFFICIENCIES SECTION 314 CONDENSATE DISPOSAL SECTION 314 CONDENSATE DISPOSAL TABLE [M] 314.2.2 CONDENSATE DRAIN SIZING TABLE [M] 314.2.2 CONDENSATE DRAIN SIZING
40	CHAPTER 4 FIXTURES, FAUCETS AND FIXTURE FITTINGS CHAPTER 4 FIXTURES, FAUCETS AND FIXTURE FITTINGS SECTION 401 GENERAL SECTION 401 GENERAL SECTION 402 FIXTURE MATERIALS SECTION 402 FIXTURE MATERIALS SECTION 403 MINIMUM PLUMBING FACILITIES SECTION 403 MINIMUM PLUMBING FACILITIES TABLE 403.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa TABLE 403.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa
41	TABLE 403.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa TABLE 403.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa
42	TABLE 403.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa TABLE 403.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa
43	SECTION 404 ACCESSIBLE PLUMBING FACILITIES SECTION 404 ACCESSIBLE PLUMBING FACILITIES SECTION 405 INSTALLATION OF FIXTURES SECTION 405 INSTALLATION OF FIXTURES
44	FIGURE 405.3.1 FIXTURE CLEARANCE FIGURE 405.3.1 FIXTURE CLEARANCE SECTION 406 AUTOMATIC CLOTHES WASHERS SECTION 406 AUTOMATIC CLOTHES WASHERS
45	SECTION 407 BATHTUBS SECTION 407 BATHTUBS SECTION 408 BIDETS SECTION 408 BIDETS SECTION 409 DISHWASHING MACHINES SECTION 409 DISHWASHING MACHINES SECTION 410 DRINKING FOUNTAINS SECTION 410 DRINKING FOUNTAINS SECTION 411 EMERGENCY SHOWERS AND EYEWASH STATIONS SECTION 411 EMERGENCY SHOWERS AND EYEWASH STATIONS SECTION 412 FLOOR AND TRENCH DRAINS SECTION 412 FLOOR AND TRENCH DRAINS SECTION 413 FOOD WASTE GRINDER UNITS SECTION 413 FOOD WASTE GRINDER UNITS SECTION 414 GARBAGE CAN WASHERS SECTION 414 GARBAGE CAN WASHERS
46	SECTION 415 LAUNDRY TRAYS SECTION 415 LAUNDRY TRAYS SECTION 416 LAVATORIES SECTION 416 LAVATORIES SECTION 417 SHOWERS SECTION 417 SHOWERS
47	SECTION 418 SINKS SECTION 418 SINKS SECTION 419 URINALS SECTION 419 URINALS SECTION 420 WATER CLOSETS SECTION 420 WATER CLOSETS
48	SECTION 421 WHIRLPOOL BATHTUBS SECTION 421 WHIRLPOOL BATHTUBS SECTION 422 HEALTH CARE FIXTURES AND EQUIPMENT SECTION 422 HEALTH CARE FIXTURES AND EQUIPMENT
49	SECTION 423 SPECIALTY PLUMBING FIXTURES SECTION 423 SPECIALTY PLUMBING FIXTURES SECTION 424 FAUCETS AND OTHER FIXTURE FITTINGS SECTION 424 FAUCETS AND OTHER FIXTURE FITTINGS SECTION 425 FLUSHING DEVICES FOR WATER CLOSETS AND URINALS SECTION 425 FLUSHING DEVICES FOR WATER CLOSETS AND URINALS
50	SECTION 426 MANUAL FOOD AND BEVERAGE DISPENSING EQUIPMENT SECTION 426 MANUAL FOOD AND BEVERAGE DISPENSING EQUIPMENT SECTION 427 FLOOR SINKS SECTION 427 FLOOR SINKS
52	CHAPTER 5 WATER HEATERS CHAPTER 5 WATER HEATERS SECTION 501 GENERAL SECTION 501 GENERAL SECTION 502 INSTALLATION SECTION 502 INSTALLATION SECTION 503 CONNECTIONS SECTION 503 CONNECTIONS
53	SECTION 504 SAFETY DEVICES SECTION 504 SAFETY DEVICES SECTION 505 INSULATION SECTION 505 INSULATION
54	CHAPTER 6 WATER SUPPLY AND DISTRIBUTION CHAPTER 6 WATER SUPPLY AND DISTRIBUTION SECTION 601 GENERAL SECTION 601 GENERAL SECTION 602 WATER REQUIRED SECTION 602 WATER REQUIRED SECTION 603 WATER SERVICE SECTION 603 WATER SERVICE
55	SECTION 604 DESIGN OF BUILDING WATER DISTRIBUTION SYSTEM SECTION 604 DESIGN OF BUILDING WATER DISTRIBUTION SYSTEM TABLE 604.3 WATER DISTRIBUTION SYSTEM DESIGN CRITERIA REQUIRED CAPACITY AT FIXTURE SUPPLY PIPE OUTLETS TABLE 604.3 WATER DISTRIBUTION SYSTEM DESIGN CRITERIA REQUIRED CAPACITY AT FIXTURE SUPPLY PIPE OUTLETS TABLE 604.4 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS TABLE 604.4 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS
56	TABLE 604.5 MINIMUM SIZES OF FIXTURE WATER SUPPLY PIPES TABLE 604.5 MINIMUM SIZES OF FIXTURE WATER SUPPLY PIPES TABLE 604.10.1 MANIFOLD SIZING TABLE 604.10.1 MANIFOLD SIZING SECTION 605 MATERIALS, JOINTS AND CONNECTIONS SECTION 605 MATERIALS, JOINTS AND CONNECTIONS
57	TABLE 605.3 WATER SERVICE PIPE TABLE 605.3 WATER SERVICE PIPE
58	TABLE 605.4 WATER DISTRIBUTION PIPE TABLE 605.4 WATER DISTRIBUTION PIPE TABLE 605.5 PIPE FITTINGS TABLE 605.5 PIPE FITTINGS
59	TABLE 605.8 MANUFACTURED PIPE NIPPLES TABLE 605.8 MANUFACTURED PIPE NIPPLES
61	SECTION 606 INSTALLATION OF THE BUILDING WATER DISTRIBUTION SYSTEM SECTION 606 INSTALLATION OF THE BUILDING WATER DISTRIBUTION SYSTEM
62	TABLE 606.5.4 SIZES FOR OVER FLOW PIPES FOR WATER SUPPLY TANKS TABLE 606.5.4 SIZES FOR OVER FLOW PIPES FOR WATER SUPPLY TANKS TABLE 606.5.7 SIZE OF DRAIN PIPES FOR WATER TANKS TABLE 606.5.7 SIZE OF DRAIN PIPES FOR WATER TANKS SECTION 607 HOT WATER SUPPLY SYSTEM SECTION 607 HOT WATER SUPPLY SYSTEM
63	SECTION 608 PROTECTION OF POTABLE WATER SUPPLY SECTION 608 PROTECTION OF POTABLE WATER SUPPLY
64	TABLE 608.1 APPLICATION OF BACKFLOW PREVENTERS TABLE 608.1 APPLICATION OF BACKFLOW PREVENTERS
65	TABLE 608.8.3 SIZE OF PIPE IDENTIFICATION TABLE 608.8.3 SIZE OF PIPE IDENTIFICATION
66	TABLE 608.15.1 MINIMUM REQUIRED AIR GAPS TABLE 608.15.1 MINIMUM REQUIRED AIR GAPS
67	TABLE 608.17.1 DISTANCE FROM CONTAMINATION TO PRIVATE WATER SUPPLIES AND PUMP SUCTION LINES TABLE 608.17.1 DISTANCE FROM CONTAMINATION TO PRIVATE WATER SUPPLIES AND PUMP SUCTION LINES
68	SECTION 609 HEALTH CARE PLUMBING SECTION 609 HEALTH CARE PLUMBING SECTION 610 DISINFECTION OF POTABLE WATER SYSTEM SECTION 610 DISINFECTION OF POTABLE WATER SYSTEM
69	SECTION 611 DRINKING WATER TREATMENT UNITS SECTION 611 DRINKING WATER TREATMENT UNITS SECTION 612 SOLAR SYSTEMS SECTION 612 SOLAR SYSTEMS SECTION 613 TEMPERATURE CONTROL DEVICES AND VALVES SECTION 613 TEMPERATURE CONTROL DEVICES AND VALVES
70	CHAPTER 7 SANITARY DRAINAGE CHAPTER 7 SANITARY DRAINAGE SECTION 701 GENERAL SECTION 701 GENERAL SECTION 702 MATERIALS SECTION 702 MATERIALS TABLE 702.1 ABOVE-GROUND DRAINAGE AND VENT PIPE TABLE 702.1 ABOVE-GROUND DRAINAGE AND VENT PIPE
71	TABLE 702.2 UNDERGROUND BUILDING DRAINAGE AND VENT PIPE TABLE 702.2 UNDERGROUND BUILDING DRAINAGE AND VENT PIPE TABLE 702.3 BUILDING SEWER PIPE TABLE 702.3 BUILDING SEWER PIPE
72	TABLE 702.4 PIPE FITTINGS TABLE 702.4 PIPE FITTINGS SECTION 703 BUILDING SEWER SECTION 703 BUILDING SEWER SECTION 704 DRAINAGE PIPING INSTALLATION SECTION 704 DRAINAGE PIPING INSTALLATION TABLE 704.1 SLOPE OF HORIZONTAL DRAINAGE PIPE TABLE 704.1 SLOPE OF HORIZONTAL DRAINAGE PIPE SECTION 705 JOINTS SECTION 705 JOINTS
75	TABLE 705.21 CAULKING FERRULE SPECIFICATIONS TABLE 705.21 CAULKING FERRULE SPECIFICATIONS TABLE 705.22 SOLDERING BUSHING SPECIFICATIONS TABLE 705.22 SOLDERING BUSHING SPECIFICATIONS SECTION 706 CONNECTIONS BETWEEN DRAINAGE PIPING AND FITTINGS SECTION 706 CONNECTIONS BETWEEN DRAINAGE PIPING AND FITTINGS
76	TABLE 706.3 FITTINGS FOR CHANGE IN DIRECTION TABLE 706.3 FITTINGS FOR CHANGE IN DIRECTION SECTION 707 PROHIBITED JOINTS AND CONNECTIONS SECTION 707 PROHIBITED JOINTS AND CONNECTIONS SECTION 708 CLEANOUTS SECTION 708 CLEANOUTS
77	SECTION 709 FIXTURE UNITS SECTION 709 FIXTURE UNITS TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS SECTION 710 DRAINAGE SYSTEM SIZING SECTION 710 DRAINAGE SYSTEM SIZING SECTION 711 OFFSETS IN DRAINAGE PIPING IN BUILDINGS OF FIVE STORIES OR MORE SECTION 711 OFFSETS IN DRAINAGE PIPING IN BUILDINGS OF FIVE STORIES OR MORE
78	TABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS TABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS
79	TABLE 710.1(1) BUILDING DRAINS AND SEWERS TABLE 710.1(1) BUILDING DRAINS AND SEWERS TABLE 710.1(2) HORIZONTAL FIXTURE BRANCHES AND STACKSa TABLE 710.1(2) HORIZONTAL FIXTURE BRANCHES AND STACKSa
80	SECTION 712 SUMPS AND EJECTORS SECTION 712 SUMPS AND EJECTORS TABLE 712.4.2 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR TABLE 712.4.2 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR
81	SECTION 713 HEALTH CARE PLUMBING SECTION 713 HEALTH CARE PLUMBING
82	TABLE 713.11.1 STACK SIZES FOR BEDPAN STEAMERS AND BOILING-TYPE STERILIZERS TABLE 713.11.1 STACK SIZES FOR BEDPAN STEAMERS AND BOILING-TYPE STERILIZERS TABLE 713.11.3 STACK SIZES FOR PRESSURE STERILIZERS TABLE 713.11.3 STACK SIZES FOR PRESSURE STERILIZERS SECTION 714 COMPUTERIZED DRAINAGE DESIGN SECTION 714 COMPUTERIZED DRAINAGE DESIGN SECTION 715 BACKWATER VALVES SECTION 715 BACKWATER VALVES
84	CHAPTER 8 INDIRECT/SPECIAL WASTE CHAPTER 8 INDIRECT/SPECIAL WASTE SECTION 801 GENERAL SECTION 801 GENERAL SECTION 802 INDIRECT WASTES SECTION 802 INDIRECT WASTES
85	SECTION 803 SPECIAL WASTES SECTION 803 SPECIAL WASTES SECTION 804 MATERIALS, JOINTS AND CONNECTIONS SECTION 804 MATERIALS, JOINTS AND CONNECTIONS
86	CHAPTER 9 VENTS CHAPTER 9 VENTS SECTION 901 GENERAL SECTION 901 GENERAL SECTION 902 MATERIALS SECTION 902 MATERIALS SECTION 903 OUTDOOR VENT EXTENSION SECTION 903 OUTDOOR VENT EXTENSION SECTION 904 VENT TERMINALS SECTION 904 VENT TERMINALS
87	SECTION 905 VENT CONNECTIONS AND GRADES SECTION 905 VENT CONNECTIONS AND GRADES SECTION 906 FIXTURE VENTS SECTION 906 FIXTURE VENTS TABLE 906.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT TABLE 906.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT SECTION 907 INDIVIDUAL VENT SECTION 907 INDIVIDUAL VENT SECTION 908 COMMON VENT SECTION 908 COMMON VENT TABLE 908.3 COMMON VENT SIZES TABLE 908.3 COMMON VENT SIZES
88	SECTION 909 WET VENTING SECTION 909 WET VENTING TABLE 909.3 WET VENT SIZE TABLE 909.3 WET VENT SIZE SECTION 910 WASTE STACK VENT SECTION 910 WASTE STACK VENT TABLE 910.4 WASTE STACK VENT SIZE TABLE 910.4 WASTE STACK VENT SIZE SECTION 911 CIRCUIT VENTING SECTION 911 CIRCUIT VENTING
89	SECTION 912 COMBINATION DRAIN AND VENT SYSTEM SECTION 912 COMBINATION DRAIN AND VENT SYSTEM TABLE 912.3 SIZE OF COMBINATION DRAIN AND VENT PIPE TABLE 912.3 SIZE OF COMBINATION DRAIN AND VENT PIPE SECTION 913 ISLAND FIXTURE VENTING SECTION 913 ISLAND FIXTURE VENTING
90	SECTION 914 RELIEF VENTS—STACKS OF MORE THAN10 BRANCH INTERVALS SECTION 914 RELIEF VENTS—STACKS OF MORE THAN10 BRANCH INTERVALS SECTION 915 VENTS FOR STACK OFFSETS SECTION 915 VENTS FOR STACK OFFSETS SECTION 916 VENT PIPE SIZING SECTION 916 VENT PIPE SIZING TABLE 916.1 SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS TABLE 916.1 SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS
91	TABLE 916.1—continued SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS TABLE 916.1—continued SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS SECTION 917 AIR ADMITTANCE VALVES SECTION 917 AIR ADMITTANCE VALVES
92	TABLE 916.5.1 SIZE AND LENGTH OF SUMP VENTS TABLE 916.5.1 SIZE AND LENGTH OF SUMP VENTS SECTION 918 ENGINEERED VENT SYSTEMS SECTION 918 ENGINEERED VENT SYSTEMS
93	EQUATION 9-1 EQUATION 9-1 TABLE 918.2 MINIMUM DIAMETER AND MAXIMUM LENGTH OF INDIVIDUAL BRANCH FIXTURE VENTS AND INDIVIDUAL FIXTURE HEADER VENTS FOR SMOOTH PIPES TABLE 918.2 MINIMUM DIAMETER AND MAXIMUM LENGTH OF INDIVIDUAL BRANCH FIXTURE VENTS AND INDIVIDUAL FIXTURE HEADER VENTS FOR SMOOTH PIPES SECTION 919 COMPUTERIZED VENT DESIGN SECTION 919 COMPUTERIZED VENT DESIGN
94	CHAPTER 10 TRAPS, INTERCEPTORS AND SEPARATORS CHAPTER 10 TRAPS, INTERCEPTORS AND SEPARATORS SECTION 1001 GENERAL SECTION 1001 GENERAL SECTION 1002 TRAP REQUIREMENTS SECTION 1002 TRAP REQUIREMENTS SECTION 1003 INTERCEPTORS AND SEPARATORS SECTION 1003 INTERCEPTORS AND SEPARATORS
95	TABLE 1003.3.4.1 CAPACITY OF GREASE INTERCEPTORSa TABLE 1003.3.4.1 CAPACITY OF GREASE INTERCEPTORSa
96	SECTION 1004 MATERIALS, JOINTS AND CONNECTIONS SECTION 1004 MATERIALS, JOINTS AND CONNECTIONS
98	CHAPTER 11 STORM DRAINAGE CHAPTER 11 STORM DRAINAGE SECTION 1101 GENERAL SECTION 1101 GENERAL SECTION 1102 MATERIALS SECTION 1102 MATERIALS TABLE 1102.4 BUILDING STORM SEWER PIPE TABLE 1102.4 BUILDING STORM SEWER PIPE TABLE 1102.5 SUBSOIL DRAIN PIPE TABLE 1102.5 SUBSOIL DRAIN PIPE
99	TABLE 1102.7 PIPE FITTINGS TABLE 1102.7 PIPE FITTINGS SECTION 1103 TRAPS SECTION 1103 TRAPS SECTION 1104 CONDUCTORS AND CONNECTIONS SECTION 1104 CONDUCTORS AND CONNECTIONS SECTION 1105 ROOF DRAINS SECTION 1105 ROOF DRAINS SECTION 1106 SIZE OF CONDUCTORS, LEADERSAND STORM DRAINS SECTION 1106 SIZE OF CONDUCTORS, LEADERSAND STORM DRAINS
100	FIGURE 1106.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES FIGURE 1106.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
101	FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
102	FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
103	FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
104	FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
105	TABLE 1106.2(1) SIZE OF CIRCULAR VERTICAL CONDUCTORS AND LEADERS TABLE 1106.2(1) SIZE OF CIRCULAR VERTICAL CONDUCTORS AND LEADERS TABLE 1106.2(2) SIZE OF RECTANGULAR VERTICAL CONDUCTORS AND LEADERS TABLE 1106.2(2) SIZE OF RECTANGULAR VERTICAL CONDUCTORS AND LEADERS
106	TABLE 1106.3 SIZE OF HORIZONTAL STORM DRAINGE PIPING TABLE 1106.3 SIZE OF HORIZONTAL STORM DRAINGE PIPING SECTION 1107 SECONDARY (EMERGENCY) ROOF DRAINS SECTION 1107 SECONDARY (EMERGENCY) ROOF DRAINS
107	TABLE 1106.6 SIZE OF SEMICIRCULAR ROOF GUTTERS TABLE 1106.6 SIZE OF SEMICIRCULAR ROOF GUTTERS SECTION 1108 COMBINED SANITARY AND STORM SYSTEM SECTION 1108 COMBINED SANITARY AND STORM SYSTEM SECTION 1109 VALUES FOR CONTINUOUS FLOW SECTION 1109 VALUES FOR CONTINUOUS FLOW
108	SECTION 1110 CONTROLLED FLOW ROOF DRAIN SYSTEMS SECTION 1110 CONTROLLED FLOW ROOF DRAIN SYSTEMS SECTION 1111 SUBSOIL DRAINS SECTION 1111 SUBSOIL DRAINS SECTION 1112 BUILDING SUBDRAINS SECTION 1112 BUILDING SUBDRAINS SECTION 1113 SUMPS AND PUMPING SYSTEMS SECTION 1113 SUMPS AND PUMPING SYSTEMS
110	CHAPTER 12 SPECIAL PIPING AND STORAGE SYSTEMS CHAPTER 12 SPECIAL PIPING AND STORAGE SYSTEMS SECTION 1201 GENERAL SECTION 1201 GENERAL SECTION 1202 MEDICAL GASES SECTION 1202 MEDICAL GASES SECTION 1203 OXYGEN SYSTEMS SECTION 1203 OXYGEN SYSTEMS
112	CHAPTER 13 REFERENCED STANDARDS CHAPTER 13 REFERENCED STANDARDS ANSI ANSI AHRI AHRI ASME ASME
113	ASSE ASSE
115	ASTM ASTM
117	AWS AWS AWWA AWWA
118	CISPI CISPI CSA CSA
119	ICC ICC ISEA ISEA NFPA NFPA
120	NSF NSF PDI PDI UL UL
122	APPENDIX A PLUMBING PERMIT FEE SCHEDULE APPENDIX A PLUMBING PERMIT FEE SCHEDULE
124	APPENDIX B RATES OF RAINFALL FOR VARIOUS CITIES APPENDIX B RATES OF RAINFALL FOR VARIOUS CITIES
126	APPENDIX C GRAY WATER RECYCLING SYSTEMS APPENDIX C GRAY WATER RECYCLING SYSTEMS SECTION C101 GENERAL SECTION C101 GENERAL SECTION C102 SYSTEMS FOR FLUSHING WATER CLOSETS AND URINALS SECTION C102 SYSTEMS FOR FLUSHING WATER CLOSETS AND URINALS
127	SECTION C103 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS SECTION C103 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS
128	TABLE C103.8 LOCATION OF GRAY WATER SYSTEM TABLE C103.8 LOCATION OF GRAY WATER SYSTEM TABLE C 103.9.1 DESIGN LOADING RATE TABLE C 103.9.1 DESIGN LOADING RATE
129	TABLE C103.10 DISTRIBUTION PIPE TABLE C103.10 DISTRIBUTION PIPE
130	FIGURE 1 GRAY WATER RECYCLING SYSTEM FOR SUBSURFACE LANDSCAPE IRRIGATION FIGURE 1 GRAY WATER RECYCLING SYSTEM FOR SUBSURFACE LANDSCAPE IRRIGATION
131	FIGURE 2 GRAY WATER RECYCLING SYSTEM FOR FLUSHING WATER CLOSETS AND URINALS FIGURE 2 GRAY WATER RECYCLING SYSTEM FOR FLUSHING WATER CLOSETS AND URINALS
132	APPENDIX D DEGREE DAY AND DESIGN TEMPERATURES APPENDIX D DEGREE DAY AND DESIGN TEMPERATURES TABLE D101 DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES TABLE D101 DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
133	TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
134	TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
135	TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
136	TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
138	APPENDIX E SIZING OF WATER PIPING SYSTEM APPENDIX E SIZING OF WATER PIPING SYSTEM SECTION E101 GENERAL SECTION E101 GENERAL SECTION E102 INFORMATION REQUIRED SECTION E102 INFORMATION REQUIRED SECTION E103 SELECTION OF PIPE SIZE SECTION E103 SELECTION OF PIPE SIZE
142	TABLE E.1 TABLE E.1 TABLE E.2 TABLE E.2
143	FIGURE E103.3(1) EXAMPLE-SIZING FIGURE E103.3(1) EXAMPLE-SIZING
144	TABLE E103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS TABLE E103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS
145	TABLE E103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa TABLE E103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa
146	TABLE E103.3(3) TABLE FOR ESTIMATING DEMAND TABLE E103.3(3) TABLE FOR ESTIMATING DEMAND
147	TABLE E103.3(3)—continued TABLE FOR ESTIMATING DEMAND TABLE E103.3(3)—continued TABLE FOR ESTIMATING DEMAND TABLE E103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi) TABLE E103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi)
148	TABLE E103.3(5) ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS (feet) TABLE E103.3(5) ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS (feet) TABLE E103.3(6) PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa (feet) TABLE E103.3(6) PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa (feet)
149	FIGURE E103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B 88 COPPER TUBING) FIGURE E103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B 88 COPPER TUBING)
150	FIGURE E103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B 88 COPPER TUBING) FIGURE E103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B 88 COPPER TUBING)
151	FIGURE E103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B 88 COPPER TUBING) FIGURE E103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B 88 COPPER TUBING)
152	FIGURE E103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa FIGURE E103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa
153	FIGURE E103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa FIGURE E103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa
154	FIGURE E103.3(7) FRICTION LOSS IN FAIRLY ROUGH PIPEa FIGURE E103.3(7) FRICTION LOSS IN FAIRLY ROUGH PIPEa
155	SECTION E201 SELECTION OF PIPE SIZE SECTION E201 SELECTION OF PIPE SIZE SECTION E202 DETERMINATION OF PIPE VOLUMES SECTION E202 DETERMINATION OF PIPE VOLUMES
156	TABLE E201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) TABLE E201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.)
157	TABLE E201.1—continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) TABLE E201.1—continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.)
158	TABLE E202.1 INTERNAL VOLUME OF VARIOUS WATER DISTRIBUTION TUBING TABLE E202.1 INTERNAL VOLUME OF VARIOUS WATER DISTRIBUTION TUBING
160	APPENDIX F STRUCTURAL SAFETY APPENDIX F STRUCTURAL SAFETY SECTION F101 CUTTING, NOTCHING AND BORING IN WOOD MEMBERS SECTION F101 CUTTING, NOTCHING AND BORING IN WOOD MEMBERS
162	APPENDIX G VACUUM DRAINAGE SYSTEM APPENDIX G VACUUM DRAINAGE SYSTEM SECTION G101 VACUUM DRAINAGE SYSTEM SECTION G101 VACUUM DRAINAGE SYSTEM
164	INDEX INDEX
172	2009 IPSDC ® INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE® 2009 IPSDC ® INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE®
173	IPSDC ® INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE® 2009 TITLE PAGE IPSDC ® INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE® 2009 TITLE PAGE
174	COPYRIGHT COPYRIGHT
175	PREFACE PREFACE
177	EFFECTIVE USE OF THE INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE EFFECTIVE USE OF THE INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE
181	ORDINANCE ORDINANCE
183	TABLE OF CONTENTS TABLE OF CONTENTS
185	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
186	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
187	SECTION 105 APPROVAL SECTION 105 APPROVAL
188	SECTION 106 PERMITS SECTION 106 PERMITS
189	SECTION 107 INSPECTIONS SECTION 107 INSPECTIONS
190	SECTION 108 VIOLATIONS SECTION 108 VIOLATIONS
191	SECTION 109 MEANS OF APPEAL SECTION 109 MEANS OF APPEAL
192	SECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES SECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES
193	CHAPTER 2 DEFINITIONS CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS SECTION 202 GENERAL DEFINITIONS
195	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
197	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
198	SECTION 404 PERCOLATION OR PERMEABILITY EVALUATION SECTION 404 PERCOLATION OR PERMEABILITY EVALUATION
199	SECTION 405 SOIL VERIFICATION SECTION 405 SOIL VERIFICATION
200	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
202	FIGURE 406.7.3 CONCEPTUAL DESIGN SKETCH FOR ALTERING SLOPES FIGURE 406.7.3 CONCEPTUAL DESIGN SKETCH FOR ALTERING SLOPES
203	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
204	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
205	SECTION 506 PROHIBITED JOINTS AND CONNECTIONS SECTION 506 PROHIBITED JOINTS AND CONNECTIONS
207	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
208	TABLE 605.3 EFFECTIVE SQUARE-FOOT ABSORPTION AREA FOR SEEPAGE PITS TABLE 605.3 EFFECTIVE SQUARE-FOOT ABSORPTION AREA FOR SEEPAGE PITS
209	TABLE 604.1(2) CONVERSION FACTOR TABLE 604.1(2) CONVERSION FACTOR
210	TABLE 604.1(2)—continued CONVERSION FACTOR TABLE 604.1(2)—continued CONVERSION FACTOR
211	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
212	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
213	TABLE 706.1 ESTIMATED VOLUME FOR VARIOUS DIAMETER PIPES TABLE 706.1 ESTIMATED VOLUME FOR VARIOUS DIAMETER PIPES
215	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
216	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
217	TABLE 802.7.2 ADDITIONAL CAPACITY FOR OTHER BUILDINGS TABLE 802.7.2 ADDITIONAL CAPACITY FOR OTHER BUILDINGS
218	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
219	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
220	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
221	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
222	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
223	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
224	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 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
225	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
226	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
227	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
228	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
229	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
230	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
231	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
232	EQUATON 9-6 EQUATON 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 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
235	CHAPTER 10 CESSPOOLS CHAPTER 10 CESSPOOLS SECTION 1001 GENERAL SECTION 1001 GENERAL
237	CHAPTER 11 RESIDENTIAL WASTE WATER SYSTEMS CHAPTER 11 RESIDENTIAL WASTE WATER SYSTEMS SECTION 1101 GENERAL SECTION 1101 GENERAL
239	CHAPTER 12 INSPECTIONS CHAPTER 12 INSPECTIONS SECTION 1201 GENERAL SECTION 1201 GENERAL SECTION 1202 INSPECTIONS SECTION 1202 INSPECTIONS
241	CHAPTER 13 NONLIQUID SATURATED TREATMENT SYSTEMS CHAPTER 13 NONLIQUID SATURATED TREATMENT SYSTEMS SECTION 1301 GENERAL SECTION 1301 GENERAL
243	CHAPTER 14 REFERENCED STANDARDS CHAPTER 14 REFERENCED STANDARDS ASTM ASTM
244	CSA CSA CISPI CISPI ICC ICC NSF NSF UL UL
245	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
246	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
247	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
248	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
249	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
251	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
252	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
253	TABLE B-5 FRICTION LOSSa IN SCHEDULE 40 PLASTIC PIPE (C = 150) TABLE B-5 FRICTION LOSSa IN SCHEDULE 40 PLASTIC PIPE (C = 150)
254	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
255	INDEX INDEX
261	ICC-ES PMG LISTING PROGRAM ICC-ES PMG LISTING PROGRAM
262	ICC MEMBERSHIP INFORMATION ICC MEMBERSHIP INFORMATION
263	ICC TRAINING INFORMATION ICC TRAINING INFORMATION
264	2009 I-CODES SIGNIFICANT CHANGES SERIES 2009 I-CODES SIGNIFICANT CHANGES SERIES ECODES.BIZ ECODES.BIZ