{"id":10869,"date":"2024-10-16T20:34:08","date_gmt":"2024-10-16T20:34:08","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ipc-09-2009\/"},"modified":"2024-10-24T11:24:50","modified_gmt":"2024-10-24T11:24:50","slug":"ipc-09-2009","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/ipc-09-2009\/","title":{"rendered":"IPC 09 2009"},"content":{"rendered":"

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.<\/p>\n

Included is the 2009 International Private Sewage Disposal Code<\/em>. 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.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2009 IPC\u00ae INTERNATIONAL PLUMBING CODE\u00ae
2009 IPC\u00ae INTERNATIONAL PLUMBING CODE\u00ae <\/td>\n<\/tr>\n
2<\/td>\nINTERNATIONAL PLUMBING CODE\u00ae
INTERNATIONAL PLUMBING CODE\u00ae <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT
COPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE
PREFACE <\/td>\n<\/tr>\n
6<\/td>\nEFFECTIVE USE OF THE INTERNATIONAL PLUMBING CODE
EFFECTIVE USE OF THE INTERNATIONAL PLUMBING CODE <\/td>\n<\/tr>\n
10<\/td>\nORDINANCE
ORDINANCE <\/td>\n<\/tr>\n
12<\/td>\nTABLE OF CONTENTS
TABLE OF CONTENTS <\/td>\n<\/tr>\n
16<\/td>\nCHAPTER 1 SCOPE AND ADMINISTRATION
CHAPTER 1 SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
PART 1\u2014SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 101 GENERAL
SECTION 102 APPLICABILITY
SECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
17<\/td>\nPART 2\u2014ADMINISTRATION AND ENFORCEMENT
PART 2\u2014ADMINISTRATION 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 <\/td>\n<\/tr>\n
18<\/td>\nSECTION 106 PERMITS
SECTION 106 PERMITS <\/td>\n<\/tr>\n
20<\/td>\nSECTION 107 INSPECTIONS AND TESTING
SECTION 107 INSPECTIONS AND TESTING <\/td>\n<\/tr>\n
21<\/td>\nSECTION 108 VIOLATIONS
SECTION 108 VIOLATIONS <\/td>\n<\/tr>\n
22<\/td>\nSECTION 109 MEANS OF APPEAL
SECTION 109 MEANS OF APPEAL <\/td>\n<\/tr>\n
23<\/td>\nSECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES
SECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES <\/td>\n<\/tr>\n
24<\/td>\nCHAPTER 2 DEFINITIONS
CHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS
SECTION 202 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
32<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
33<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
34<\/td>\nSECTION 307 STRUCTURAL SAFETY
SECTION 307 STRUCTURAL SAFETY
SECTION 308 PIPING SUPPORT
SECTION 308 PIPING SUPPORT <\/td>\n<\/tr>\n
35<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
36<\/td>\nSECTION 311 TOILET FACILITIES FOR WORKERS
SECTION 311 TOILET FACILITIES FOR WORKERS
SECTION 312 TESTS AND INSPECTIONS
SECTION 312 TESTS AND INSPECTIONS <\/td>\n<\/tr>\n
37<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
40<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
41<\/td>\nTABLE 403.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa
TABLE 403.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa <\/td>\n<\/tr>\n
42<\/td>\nTABLE 403.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa
TABLE 403.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa <\/td>\n<\/tr>\n
43<\/td>\nSECTION 404 ACCESSIBLE PLUMBING FACILITIES
SECTION 404 ACCESSIBLE PLUMBING FACILITIES
SECTION 405 INSTALLATION OF FIXTURES
SECTION 405 INSTALLATION OF FIXTURES <\/td>\n<\/tr>\n
44<\/td>\nFIGURE 405.3.1 FIXTURE CLEARANCE
FIGURE 405.3.1 FIXTURE CLEARANCE
SECTION 406 AUTOMATIC CLOTHES WASHERS
SECTION 406 AUTOMATIC CLOTHES WASHERS <\/td>\n<\/tr>\n
45<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
46<\/td>\nSECTION 415 LAUNDRY TRAYS
SECTION 415 LAUNDRY TRAYS
SECTION 416 LAVATORIES
SECTION 416 LAVATORIES
SECTION 417 SHOWERS
SECTION 417 SHOWERS <\/td>\n<\/tr>\n
47<\/td>\nSECTION 418 SINKS
SECTION 418 SINKS
SECTION 419 URINALS
SECTION 419 URINALS
SECTION 420 WATER CLOSETS
SECTION 420 WATER CLOSETS <\/td>\n<\/tr>\n
48<\/td>\nSECTION 421 WHIRLPOOL BATHTUBS
SECTION 421 WHIRLPOOL BATHTUBS
SECTION 422 HEALTH CARE FIXTURES AND EQUIPMENT
SECTION 422 HEALTH CARE FIXTURES AND EQUIPMENT <\/td>\n<\/tr>\n
49<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
50<\/td>\nSECTION 426 MANUAL FOOD AND BEVERAGE DISPENSING EQUIPMENT
SECTION 426 MANUAL FOOD AND BEVERAGE DISPENSING EQUIPMENT
SECTION 427 FLOOR SINKS
SECTION 427 FLOOR SINKS <\/td>\n<\/tr>\n
52<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
53<\/td>\nSECTION 504 SAFETY DEVICES
SECTION 504 SAFETY DEVICES
SECTION 505 INSULATION
SECTION 505 INSULATION <\/td>\n<\/tr>\n
54<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
55<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
56<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
57<\/td>\nTABLE 605.3 WATER SERVICE PIPE
TABLE 605.3 WATER SERVICE PIPE <\/td>\n<\/tr>\n
58<\/td>\nTABLE 605.4 WATER DISTRIBUTION PIPE
TABLE 605.4 WATER DISTRIBUTION PIPE
TABLE 605.5 PIPE FITTINGS
TABLE 605.5 PIPE FITTINGS <\/td>\n<\/tr>\n
59<\/td>\nTABLE 605.8 MANUFACTURED PIPE NIPPLES
TABLE 605.8 MANUFACTURED PIPE NIPPLES <\/td>\n<\/tr>\n
61<\/td>\nSECTION 606 INSTALLATION OF THE BUILDING WATER DISTRIBUTION SYSTEM
SECTION 606 INSTALLATION OF THE BUILDING WATER DISTRIBUTION SYSTEM <\/td>\n<\/tr>\n
62<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
63<\/td>\nSECTION 608 PROTECTION OF POTABLE WATER SUPPLY
SECTION 608 PROTECTION OF POTABLE WATER SUPPLY <\/td>\n<\/tr>\n
64<\/td>\nTABLE 608.1 APPLICATION OF BACKFLOW PREVENTERS
TABLE 608.1 APPLICATION OF BACKFLOW PREVENTERS <\/td>\n<\/tr>\n
65<\/td>\nTABLE 608.8.3 SIZE OF PIPE IDENTIFICATION
TABLE 608.8.3 SIZE OF PIPE IDENTIFICATION <\/td>\n<\/tr>\n
66<\/td>\nTABLE 608.15.1 MINIMUM REQUIRED AIR GAPS
TABLE 608.15.1 MINIMUM REQUIRED AIR GAPS <\/td>\n<\/tr>\n
67<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
68<\/td>\nSECTION 609 HEALTH CARE PLUMBING
SECTION 609 HEALTH CARE PLUMBING
SECTION 610 DISINFECTION OF POTABLE WATER SYSTEM
SECTION 610 DISINFECTION OF POTABLE WATER SYSTEM <\/td>\n<\/tr>\n
69<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
70<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
71<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
72<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
75<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
76<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
77<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
78<\/td>\nTABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS
TABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS <\/td>\n<\/tr>\n
79<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
80<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
81<\/td>\nSECTION 713 HEALTH CARE PLUMBING
SECTION 713 HEALTH CARE PLUMBING <\/td>\n<\/tr>\n
82<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
84<\/td>\nCHAPTER 8 INDIRECT\/SPECIAL WASTE
CHAPTER 8 INDIRECT\/SPECIAL WASTE
SECTION 801 GENERAL
SECTION 801 GENERAL
SECTION 802 INDIRECT WASTES
SECTION 802 INDIRECT WASTES <\/td>\n<\/tr>\n
85<\/td>\nSECTION 803 SPECIAL WASTES
SECTION 803 SPECIAL WASTES
SECTION 804 MATERIALS, JOINTS AND CONNECTIONS
SECTION 804 MATERIALS, JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
86<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
87<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
88<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
89<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
90<\/td>\nSECTION 914 RELIEF VENTS\u2014STACKS OF MORE THAN10 BRANCH INTERVALS
SECTION 914 RELIEF VENTS\u2014STACKS 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 <\/td>\n<\/tr>\n
91<\/td>\nTABLE 916.1\u2014continued SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS
TABLE 916.1\u2014continued SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS
SECTION 917 AIR ADMITTANCE VALVES
SECTION 917 AIR ADMITTANCE VALVES <\/td>\n<\/tr>\n
92<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
93<\/td>\nEQUATION 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 <\/td>\n<\/tr>\n
94<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
95<\/td>\nTABLE 1003.3.4.1 CAPACITY OF GREASE INTERCEPTORSa
TABLE 1003.3.4.1 CAPACITY OF GREASE INTERCEPTORSa <\/td>\n<\/tr>\n
96<\/td>\nSECTION 1004 MATERIALS, JOINTS AND CONNECTIONS
SECTION 1004 MATERIALS, JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
98<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
99<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
100<\/td>\nFIGURE 1106.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
FIGURE 1106.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
101<\/td>\nFIGURE 1106.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
FIGURE 1106.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
102<\/td>\nFIGURE 1106.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
FIGURE 1106.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
103<\/td>\nFIGURE 1106.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
FIGURE 1106.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
104<\/td>\nFIGURE 1106.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
FIGURE 1106.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
105<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
106<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
107<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
108<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
110<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
112<\/td>\nCHAPTER 13 REFERENCED STANDARDS
CHAPTER 13 REFERENCED STANDARDS
ANSI
ANSI
AHRI
AHRI
ASME
ASME <\/td>\n<\/tr>\n
113<\/td>\nASSE
ASSE <\/td>\n<\/tr>\n
115<\/td>\nASTM
ASTM <\/td>\n<\/tr>\n
117<\/td>\nAWS
AWS
AWWA
AWWA <\/td>\n<\/tr>\n
118<\/td>\nCISPI
CISPI
CSA
CSA <\/td>\n<\/tr>\n
119<\/td>\nICC
ICC
ISEA
ISEA
NFPA
NFPA <\/td>\n<\/tr>\n
120<\/td>\nNSF
NSF
PDI
PDI
UL
UL <\/td>\n<\/tr>\n
122<\/td>\nAPPENDIX A PLUMBING PERMIT FEE SCHEDULE
APPENDIX A PLUMBING PERMIT FEE SCHEDULE <\/td>\n<\/tr>\n
124<\/td>\nAPPENDIX B RATES OF RAINFALL FOR VARIOUS CITIES
APPENDIX B RATES OF RAINFALL FOR VARIOUS CITIES <\/td>\n<\/tr>\n
126<\/td>\nAPPENDIX 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 <\/td>\n<\/tr>\n
127<\/td>\nSECTION C103 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS
SECTION C103 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS <\/td>\n<\/tr>\n
128<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
129<\/td>\nTABLE C103.10 DISTRIBUTION PIPE
TABLE C103.10 DISTRIBUTION PIPE <\/td>\n<\/tr>\n
130<\/td>\nFIGURE 1 GRAY WATER RECYCLING SYSTEM FOR SUBSURFACE LANDSCAPE IRRIGATION
FIGURE 1 GRAY WATER RECYCLING SYSTEM FOR SUBSURFACE LANDSCAPE IRRIGATION <\/td>\n<\/tr>\n
131<\/td>\nFIGURE 2 GRAY WATER RECYCLING SYSTEM FOR FLUSHING WATER CLOSETS AND URINALS
FIGURE 2 GRAY WATER RECYCLING SYSTEM FOR FLUSHING WATER CLOSETS AND URINALS <\/td>\n<\/tr>\n
132<\/td>\nAPPENDIX 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 <\/td>\n<\/tr>\n
133<\/td>\nTABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
TABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
134<\/td>\nTABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
TABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
135<\/td>\nTABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
TABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
136<\/td>\nTABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
TABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
138<\/td>\nAPPENDIX 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 <\/td>\n<\/tr>\n
142<\/td>\nTABLE E.1
TABLE E.1
TABLE E.2
TABLE E.2 <\/td>\n<\/tr>\n
143<\/td>\nFIGURE E103.3(1) EXAMPLE-SIZING
FIGURE E103.3(1) EXAMPLE-SIZING <\/td>\n<\/tr>\n
144<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
145<\/td>\nTABLE E103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa
TABLE E103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa <\/td>\n<\/tr>\n
146<\/td>\nTABLE E103.3(3) TABLE FOR ESTIMATING DEMAND
TABLE E103.3(3) TABLE FOR ESTIMATING DEMAND <\/td>\n<\/tr>\n
147<\/td>\nTABLE E103.3(3)\u2014continued TABLE FOR ESTIMATING DEMAND
TABLE E103.3(3)\u2014continued 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) <\/td>\n<\/tr>\n
148<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
149<\/td>\nFIGURE 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) <\/td>\n<\/tr>\n
150<\/td>\nFIGURE 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) <\/td>\n<\/tr>\n
151<\/td>\nFIGURE 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) <\/td>\n<\/tr>\n
152<\/td>\nFIGURE E103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa
FIGURE E103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa <\/td>\n<\/tr>\n
153<\/td>\nFIGURE E103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa
FIGURE E103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa <\/td>\n<\/tr>\n
154<\/td>\nFIGURE E103.3(7) FRICTION LOSS IN FAIRLY ROUGH PIPEa
FIGURE E103.3(7) FRICTION LOSS IN FAIRLY ROUGH PIPEa <\/td>\n<\/tr>\n
155<\/td>\nSECTION E201 SELECTION OF PIPE SIZE
SECTION E201 SELECTION OF PIPE SIZE
SECTION E202 DETERMINATION OF PIPE VOLUMES
SECTION E202 DETERMINATION OF PIPE VOLUMES <\/td>\n<\/tr>\n
156<\/td>\nTABLE 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.) <\/td>\n<\/tr>\n
157<\/td>\nTABLE E201.1\u2014continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.)
TABLE E201.1\u2014continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) <\/td>\n<\/tr>\n
158<\/td>\nTABLE E202.1 INTERNAL VOLUME OF VARIOUS WATER DISTRIBUTION TUBING
TABLE E202.1 INTERNAL VOLUME OF VARIOUS WATER DISTRIBUTION TUBING <\/td>\n<\/tr>\n
160<\/td>\nAPPENDIX 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 <\/td>\n<\/tr>\n
162<\/td>\nAPPENDIX G VACUUM DRAINAGE SYSTEM
APPENDIX G VACUUM DRAINAGE SYSTEM
SECTION G101 VACUUM DRAINAGE SYSTEM
SECTION G101 VACUUM DRAINAGE SYSTEM <\/td>\n<\/tr>\n
164<\/td>\nINDEX
INDEX <\/td>\n<\/tr>\n
172<\/td>\n2009 IPSDC \u00ae INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE\u00ae
2009 IPSDC \u00ae INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE\u00ae <\/td>\n<\/tr>\n
173<\/td>\nIPSDC \u00ae INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE\u00ae 2009 TITLE PAGE
IPSDC \u00ae INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE\u00ae 2009 TITLE PAGE <\/td>\n<\/tr>\n
174<\/td>\nCOPYRIGHT
COPYRIGHT <\/td>\n<\/tr>\n
175<\/td>\nPREFACE
PREFACE <\/td>\n<\/tr>\n
177<\/td>\nEFFECTIVE USE OF THE INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE
EFFECTIVE USE OF THE INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE <\/td>\n<\/tr>\n
181<\/td>\nORDINANCE
ORDINANCE <\/td>\n<\/tr>\n
183<\/td>\nTABLE OF CONTENTS
TABLE OF CONTENTS <\/td>\n<\/tr>\n
185<\/td>\nCHAPTER 1 SCOPE AND ADMINISTRATION
CHAPTER 1 SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
PART 1\u2014SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 101 GENERAL
SECTION 102 APPLICABILITY
SECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
186<\/td>\nPART 2\u2014ADMINISTRATION AND ENFORCEMENT
PART 2\u2014ADMINISTRATION 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 <\/td>\n<\/tr>\n
187<\/td>\nSECTION 105 APPROVAL
SECTION 105 APPROVAL <\/td>\n<\/tr>\n
188<\/td>\nSECTION 106 PERMITS
SECTION 106 PERMITS <\/td>\n<\/tr>\n
189<\/td>\nSECTION 107 INSPECTIONS
SECTION 107 INSPECTIONS <\/td>\n<\/tr>\n
190<\/td>\nSECTION 108 VIOLATIONS
SECTION 108 VIOLATIONS <\/td>\n<\/tr>\n
191<\/td>\nSECTION 109 MEANS OF APPEAL
SECTION 109 MEANS OF APPEAL <\/td>\n<\/tr>\n
192<\/td>\nSECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES
SECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES <\/td>\n<\/tr>\n
193<\/td>\nCHAPTER 2 DEFINITIONS
CHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS
SECTION 202 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
195<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
197<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
198<\/td>\nSECTION 404 PERCOLATION OR PERMEABILITY EVALUATION
SECTION 404 PERCOLATION OR PERMEABILITY EVALUATION <\/td>\n<\/tr>\n
199<\/td>\nSECTION 405 SOIL VERIFICATION
SECTION 405 SOIL VERIFICATION <\/td>\n<\/tr>\n
200<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
202<\/td>\nFIGURE 406.7.3 CONCEPTUAL DESIGN SKETCH FOR ALTERING SLOPES
FIGURE 406.7.3 CONCEPTUAL DESIGN SKETCH FOR ALTERING SLOPES <\/td>\n<\/tr>\n
203<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
204<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
205<\/td>\nSECTION 506 PROHIBITED JOINTS AND CONNECTIONS
SECTION 506 PROHIBITED JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
207<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
208<\/td>\nTABLE 605.3 EFFECTIVE SQUARE-FOOT ABSORPTION AREA FOR SEEPAGE PITS
TABLE 605.3 EFFECTIVE SQUARE-FOOT ABSORPTION AREA FOR SEEPAGE PITS <\/td>\n<\/tr>\n
209<\/td>\nTABLE 604.1(2) CONVERSION FACTOR
TABLE 604.1(2) CONVERSION FACTOR <\/td>\n<\/tr>\n
210<\/td>\nTABLE 604.1(2)\u2014continued CONVERSION FACTOR
TABLE 604.1(2)\u2014continued CONVERSION FACTOR <\/td>\n<\/tr>\n
211<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
212<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
213<\/td>\nTABLE 706.1 ESTIMATED VOLUME FOR VARIOUS DIAMETER PIPES
TABLE 706.1 ESTIMATED VOLUME FOR VARIOUS DIAMETER PIPES <\/td>\n<\/tr>\n
215<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
216<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
217<\/td>\nTABLE 802.7.2 ADDITIONAL CAPACITY FOR OTHER BUILDINGS
TABLE 802.7.2 ADDITIONAL CAPACITY FOR OTHER BUILDINGS <\/td>\n<\/tr>\n
218<\/td>\nTABLE 802.7.2\u2014continued ADDITIONAL CAPACITY FOR OTHER BUILDINGS
TABLE 802.7.2\u2014continued 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 <\/td>\n<\/tr>\n
219<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
220<\/td>\nEQUATION 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 <\/td>\n<\/tr>\n
221<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
222<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
223<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
224<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
225<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
226<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
227<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
228<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
229<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
230<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
231<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
232<\/td>\nEQUATON 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 <\/td>\n<\/tr>\n
235<\/td>\nCHAPTER 10 CESSPOOLS
CHAPTER 10 CESSPOOLS
SECTION 1001 GENERAL
SECTION 1001 GENERAL <\/td>\n<\/tr>\n
237<\/td>\nCHAPTER 11 RESIDENTIAL WASTE WATER SYSTEMS
CHAPTER 11 RESIDENTIAL WASTE WATER SYSTEMS
SECTION 1101 GENERAL
SECTION 1101 GENERAL <\/td>\n<\/tr>\n
239<\/td>\nCHAPTER 12 INSPECTIONS
CHAPTER 12 INSPECTIONS
SECTION 1201 GENERAL
SECTION 1201 GENERAL
SECTION 1202 INSPECTIONS
SECTION 1202 INSPECTIONS <\/td>\n<\/tr>\n
241<\/td>\nCHAPTER 13 NONLIQUID SATURATED TREATMENT SYSTEMS
CHAPTER 13 NONLIQUID SATURATED TREATMENT SYSTEMS
SECTION 1301 GENERAL
SECTION 1301 GENERAL <\/td>\n<\/tr>\n
243<\/td>\nCHAPTER 14 REFERENCED STANDARDS
CHAPTER 14 REFERENCED STANDARDS
ASTM
ASTM <\/td>\n<\/tr>\n
244<\/td>\nCSA
CSA
CISPI
CISPI
ICC
ICC
NSF
NSF
UL
UL <\/td>\n<\/tr>\n
245<\/td>\nAPPENDIX 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 <\/td>\n<\/tr>\n
246<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
247<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
248<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
249<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
251<\/td>\nAPPENDIX 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 <\/td>\n<\/tr>\n
252<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
253<\/td>\nTABLE B-5 FRICTION LOSSa IN SCHEDULE 40 PLASTIC PIPE (C = 150)
TABLE B-5 FRICTION LOSSa IN SCHEDULE 40 PLASTIC PIPE (C = 150) <\/td>\n<\/tr>\n
254<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
255<\/td>\nINDEX
INDEX <\/td>\n<\/tr>\n
261<\/td>\nICC-ES PMG LISTING PROGRAM
ICC-ES PMG LISTING PROGRAM <\/td>\n<\/tr>\n
262<\/td>\nICC MEMBERSHIP INFORMATION
ICC MEMBERSHIP INFORMATION <\/td>\n<\/tr>\n
263<\/td>\nICC TRAINING INFORMATION
ICC TRAINING INFORMATION <\/td>\n<\/tr>\n
264<\/td>\n2009 I-CODES SIGNIFICANT CHANGES SERIES
2009 I-CODES SIGNIFICANT CHANGES SERIES
ECODES.BIZ
ECODES.BIZ <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

International Plumbing Code<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ICC<\/b><\/a><\/td>\n2009<\/td>\n264<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":10870,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-10869","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-icc","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/10869","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/10870"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=10869"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=10869"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=10869"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}