IPC 12:2012 Edition

$48.21

International Plumbing Code

Published By	Publication Date	Number of Pages
ICC	2012	266

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Category: ICC

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Description

Provides 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. Important changes to the IPC include:

Requirements for the design of a Siphonic Roof Drainage System have been added.
Gray water recycling requirements have moved to the body of the code in a new Chapter 13.
“Hydro-mechanical” and “Gravity” are the new terms for the two general types of grease interceptors.
Air admittance valves complying with standard ASSE 1049 are now allowed for venting chemical waste systems.
The length of a combination waste and vent system is now unlimited.
The Single Stack Vent System method has been added.
The code expands on suitable materials for pressurized sewage discharge applications and ratings.

The IPC also includes its companion document, 2012 International Private Sewage Disposal Code®, that contains 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	2012 INTERNATIONAL PLUMBING CODE®
2	2012 INTERNATIONAL PLUMBING CODE® IPC® TITLE PAGE
3	COPYRIGHT
4	PREFACE
8	EFFECTIVE USE OF THE INTERNATIONAL PLUMBING CODE
12	LEGISLATION
14	TABLE OF CONTENTS
18	CHAPTER 1 – SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 GENERAL SECTION 102 APPLICABILITY
19	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF PLUMBING INSPECTION SECTION 104 DUTIES AND POWERS OF THE CODE OFFICIAL
20	SECTION 105 APPROVAL SECTION 106 PERMITS
22	SECTION 107 INSPECTIONS AND TESTING
23	SECTION 108 VIOLATIONS
24	SECTION 109 MEANS OF APPEAL
25	SECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES
26	CHAPTER 2 – DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS
34	CHAPTER 3 – GENERAL REGULATIONS SECTION 301 GENERAL SECTION 302 EXCLUSION OF MATERIALS DETRIMENTALTO THE SEWER SYSTEM SECTION 303 MATERIALS SECTION 304 RODENTPROOFING
35	SECTION 305 PROTECTION OF PIPES AND PLUMBING SYSTEM COMPONENTS SECTION 306 TRENCHING, EXCAVATION AND BACKFILL
36	SECTION 307 STRUCTURAL SAFETY SECTION 308 PIPING SUPPORT TABLE 308.5 HANGER SPACING
37	SECTION 309 FLOOD HAZARD RESISTANCE SECTION 310 WASHROOM AND TOILET ROOM REQUIREMENTS SECTION 311 TOILET FACILITIES FOR WORKERS SECTION 312 TESTS AND INSPECTIONS
38	SECTION 313 EQUIPMENT EFFICIENCIES SECTION 314 CONDENSATE DISPOSAL
39	TABLE 314.2.2 CONDENSATE DRAIN SIZING SECTION 315 PENETRATIONS SECTION 316 ALTERNATIVE ENGINEERED DESIGN
42	CHAPTER 4 – FIXTURES, FAUCETS AND FIXTURE FITTINGS SECTION 401 GENERAL SECTION 402 FIXTURE MATERIALS SECTION 403 MINIMUM PLUMBING FACILITIES TABLE 403.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.2 and 403.3)
43	TABLE 403.1 —continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.2 and 403.3)
44	TABLE 403.1 —continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.2 and 403.3)
45	TABLE 403.1 —continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.2 and 403.3)
46	SECTION 404 ACCESSIBLE PLUMBING FACILITIES SECTION 405 INSTALLATION OF FIXTURES
47	SECTION 406 AUTOMATIC CLOTHES WASHERS SECTION 407 BATHTUBS SECTION 408 BIDETS SECTION 409 DISHWASHING MACHINES
48	SECTION 410 DRINKING FOUNTAINS SECTION 411 EMERGENCY SHOWERS AND EYEWASH STATIONS SECTION 412 FLOOR AND TRENCH DRAINS SECTION 413 FOOD WASTE GRINDER UNITS SECTION 414 GARBAGE CAN WASHERS SECTION 415 LAUNDRY TRAYS SECTION 416 LAVATORIES
49	SECTION 417 SHOWERS
50	SECTION 418 SINKS SECTION 419 URINALS SECTION 420 WATER CLOSETS SECTION 421 WHIRLPOOL BATHTUBS
51	SECTION 422 HEALTH CARE FIXTURES AND EQUIPMENT SECTION 423 SPECIALTY PLUMBING FIXTURES SECTION 424 FAUCETS AND OTHER FIXTURE FITTINGS
52	SECTION 425 FLUSHING DEVICES FOR WATER CLOSETS AND URINALS SECTION 426 MANUAL FOOD AND BEVERAGE DISPENSING EQUIPMENT
53	SECTION 427 FLOOR SINKS
54	CHAPTER 5 – WATER HEATERS SECTION 501 GENERAL SECTION 502 INSTALLATION SECTION 503 CONNECTIONS
55	SECTION 504 SAFETY DEVICES SECTION 505 INSULATION
56	CHAPTER 6 – WATER SUPPLY AND DISTRIBUTION SECTION 601 GENERAL SECTION 602 WATER REQUIRED SECTION 603 WATER SERVICE
57	SECTION 604 DESIGN OF BUILDING WATER DISTRIBUTIONSYSTEM 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
58	TABLE 604.5 MINIMUM SIZES OF FIXTURE WATER SUPPLY PIPES TABLE 604.10.1 MANIFOLD SIZING SECTION 605 MATERIALS, JOINTS AND CONNECTIONS
59	TABLE 605.3 WATER SERVICE PIPE
60	TABLE 605.4 WATER DISTRIBUTION PIPE TABLE 605.5 PIPE FITTINGS
61	TABLE 605.8 MANUFACTURED PIPE NIPPLES
63	SECTION 606 INSTALLATION OF THE BUILDING WATER DISTRIBUTION SYSTEM
64	TABLE 606.5.4 SIZES FOR OVERFLOW PIPES FOR WATER SUPPLY TANKS TABLE 606.5.7 SIZE OF DRAIN PIPES FOR WATER TANKS SECTION 607 HOT WATER SUPPLY SYSTEM
65	SECTION 608 PROTECTION OF POTABLE WATER SUPPLY
66	TABLE 608.8.3 SIZE OF PIPE IDENTIFICATION
67	TABLE 608.1 APPLICATION OF BACKFLOW PREVENTERS
69	TABLE 608.15.1 MINIMUM REQUIRED AIR GAPS
70	TABLE 608.17.1 DISTANCE FROM CONTAMINATION TO PRIVATE WATER SUPPLIES AND PUMP SUCTION LINES SECTION 609 HEALTH CARE PLUMBING
71	SECTION 610 DISINFECTION OF POTABLE WATER SYSTEM SECTION 611 DRINKING WATER TREATMENT UNITS SECTION 612 SOLAR SYSTEMS SECTION 613 TEMPERATURE CONTROL DEVICES AND VALVES
72	CHAPTER 7 – SANITARY DRAINAGE SECTION 701 GENERAL SECTION 702 MATERIALS TABLE 702.1 ABOVE-GROUND DRAINAGE AND VENT PIPE
73	TABLE 702.2 UNDERGROUND BUILDING DRAINAGE AND VENT PIPE TABLE 702.3 BUILDING SEWER PIPE
74	TABLE 702.4 PIPE FITTINGS SECTION 703 BUILDING SEWER SECTION 704 DRAINAGE PIPING INSTALLATION TABLE 704.1 SLOPE OF HORIZONTAL DRAINAGE PIPE SECTION 705 JOINTS
77	TABLE 705.21 CAULKING FERRULE SPECIFICATIONS TABLE 705.22 SOLDERING BUSHING SPECIFICATIONS SECTION 706 CONNECTIONS BETWEEN DRAINAGE PIPING AND FITTINGS
78	TABLE 706.3 FITTINGS FOR CHANGE IN DIRECTION SECTION 707 PROHIBITED JOINTS AND CONNECTIONS SECTION 708 CLEANOUTS
79	SECTION 709 FIXTURE UNITS TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS SECTION 710 DRAINAGE SYSTEM SIZING TABLE 710.1(1) BUILDING DRAINS AND SEWERS
80	TABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS
81	TABLE 710.1(2) HORIZONTAL FIXTURE BRANCHES AND STACKSa SECTION 711 OFFSETS IN DRAINAGE PIPING IN BUILDINGS OF FIVE STORIES OR MORE SECTION 712 SUMPS AND EJECTORS
82	TABLE 712.4.2 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR SECTION 713 HEALTH CARE PLUMBING
83	TABLE 713.11.1 STACK SIZES FOR BEDPAN STEAMERS AND BOILING-TYPE STERILIZERS (Number of Connections of Various Sizes Permitted to Various-sized Sterilizer Vent Stacks)
84	TABLE 713.11.3 STACK SIZES FOR PRESSURE STERILIZERS (Number of Connections of Various SizesPermitted To Various-sized Vent Stacks) SECTION 714 COMPUTERIZED DRAINAGE DESIGN SECTION 715 BACKWATER VALVES
86	CHAPTER 8 – INDIRECT/SPECIAL WASTE SECTION 801 GENERAL SECTION 802 INDIRECT WASTES
87	SECTION 803 SPECIAL WASTES SECTION 804 MATERIALS, JOINTS AND CONNECTIONS
88	CHAPTER 9 – VENTS SECTION 901 GENERAL SECTION 902 MATERIALS SECTION 903 VENT TERMINALS SECTION 904 OUTDOOR VENT EXTENSIONS
89	SECTION 905 VENT CONNECTIONS AND GRADES SECTION 906 VENT PIPE SIZING
90	TABLE 906.1 SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS
91	TABLE 906.5.1 SIZE AND LENGTH OF SUMP VENTS SECTION 907 VENTS FOR STACK OFFSETS SECTION 908 RELIEF VENTS—STACKS OF MORE THAN 10 BRANCH INTERVALS SECTION 909 FIXTURE VENTS TABLE 909.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT
92	SECTION 910 INDIVIDUAL VENT SECTION 911 COMMON VENT TABLE 911.3 COMMON VENT SIZES SECTION 912 WET VENTING TABLE 912.3 WET VENT SIZE SECTION 913 WASTE STACK VENT
93	TABLE 913.4 WASTE STACK VENT SIZE SECTION 914 CIRCUIT VENTING SECTION 915 COMBINATION WASTE AND VENT SYSTEM
94	TABLE 915.3 SIZE OF COMBINATION WASTE AND VENT PIPE SECTION 916 ISLAND FIXTURE VENTING SECTION 917 SINGLE STACK VENT SYSTEM TABLE 917.2 SINGLE STACK SIZE
95	SECTION 918 AIR ADMITTANCE VALVES SECTION 919 ENGINEERED VENT SYSTEMS EQUATION 9-1
96	SECTION 920 COMPUTERIZED VENT DESIGN TABLE 919.2 MINIMUM DIAMETER AND MAXIMUM LENGTH OF INDIVIDUAL BRANCH FIXTURE VENTS AND INDIVIDUAL FIXTURE HEADER VENTS FOR SMOOTH PIPES
98	CHAPTER 10 – TRAPS, INTERCEPTORS AND SEPARATORS SECTION 1001 GENERAL SECTION 1002 TRAP REQUIREMENTS
99	SECTION 1003 INTERCEPTORS AND SEPARATORS TABLE 1003.3.4.1 CAPACITY OF GREASE INTERCEPTORS
100	SECTION 1004 MATERIALS, JOINTS AND CONNECTIONS
102	CHAPTER 11 – STORM DRAINAGE SECTION 1101 GENERAL SECTION 1102 MATERIALS TABLE 1102.4 BUILDING STORM SEWER PIPE TABLE 1102.5 SUBSOIL DRAIN PIPE
103	TABLE 1102.7 PIPE FITTING SECTION 1103 TRAPS SECTION 1104 CONDUCTORS AND CONNECTIONS SECTION 1105 ROOF DRAINS SECTION 1106 SIZE OF CONDUCTORS, LEADERSAND STORM DRAINS
104	FIGURE 1106.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
105	FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
106	FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
107	FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
108	FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
109	TABLE 1106.2(1) SIZE OF CIRCULAR VERTICAL CONDUCTORS AND LEADERS TABLE 1106.2(2) SIZE OF RECTANGULAR VERTICAL CONDUCTORS AND LEADERS
110	TABLE 1106.3 SIZE OF HORIZONTAL STORM DRAINGE PIPING
111	TABLE 1106.6 SIZE OF SEMICIRCULAR ROOF GUTTERS SECTION 1107 SIPHONIC ROOF DRAINAGE SYSTEMS SECTION 1108 SECONDARY (EMERGENCY) ROOF DRAINS
112	SECTION 1109 COMBINED SANITARY AND STORM SYSTEM SECTION 1110 VALUES FOR CONTINUOUS FLOW SECTION 1111 CONTROLLED FLOW ROOF DRAIN SYSTEMS SECTION 1112 SUBSOIL DRAINS SECTION 1113 BUILDING SUBDRAINS SECTION 1114 SUMPS AND PUMPING SYSTEMS
114	CHAPTER 12 – SPECIAL PIPING AND STORAGE SYSTEMS SECTION 1201 GENERAL SECTION 1202 MEDICAL GASES SECTION 1203 OXYGEN SYSTEMS
116	CHAPTER 13 – GRAY WATER RECYCLING SYSTEMS SECTION 1301 GENERAL FIGURE 1301.1(1) GRAY WATER RECYCLING SYSTEM FOR SUBSURFACE LANDSCAPE IRRIGATION
117	FIGURE 1301.1(2) GRAY WATER RECYCLING SYSTEM FOR FLUSHING WATER CLOSETS AND URINALS SECTION 1302 SYSTEMS FOR FLUSHING WATER CLOSETS AND URINALS SECTION 1303 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS
118	EQUATION 13-1
119	TABLE 1303.8 LOCATION OF GRAY WATER SYSTEM TABLE 1303.9.1 DESIGN LOADING RATE TABLE 1303.10 DISTRIBUTION PIPE
120	CHAPTER 14 – REFERENCED STANDARDS ANSI AHRI ASME
121	ASPE
122	ASSE
123	ASTM
126	AWS AWWA CISPI CSA
128	ICC ISEA NFPA NSF
129	PDI UL
130	APPENDIX A – PLUMBING PERMIT FEE SCHEDULE PERMIT ISSUANCE UNIT FEE SCHEDULE OTHER INSPECTIONS AND FEES
132	APPENDIX B – RATES OF RAINFALL FOR VARIOUS CITIES
134	APPENDIX C – VACUUM DRAINAGE SYSTEM SECTION C101 VACUUM DRAINAGE SYSTEM
136	APPENDIX D – DEGREE DAY AND DESIGN TEMPERATURES TABLE D101 DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
137	TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
138	TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
139	TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
140	TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
142	APPENDIX E – SIZING OF WATER PIPING SYSTEM SECTION E101 GENERAL SECTION E102 INFORMATION REQUIRED SECTION E103 SELECTION OF PIPE SIZE
146	TABLE E.1 TABLE E.2
147	FIGURE E103.3(1) EXAMPLE-SIZING
148	TABLE E103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS
149	TABLE E103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa
150	TABLE E103.3(3) TABLE FOR ESTIMATING DEMAND
151	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)
152	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)
153	FIGURE E103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B 88 COPPER TUBING)
154	FIGURE E103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B 88 COPPER TUBING)
155	FIGURE E103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B 88 COPPER TUBING)
156	FIGURE E103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa
157	FIGURE E103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa
158	FIGURE E103.3(7) FRICTION LOSS IN FAIRLY ROUGH PIPEa
159	SECTION E201 SELECTION OF PIPE SIZE SECTION E202 DETERMINATION OF PIPE VOLUMES
160	TABLE E201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.)
161	TABLE E201.1—continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.)
162	TABLE E202.1 INTERNAL VOLUME OF VARIOUS WATER DISTRIBUTION TUBING
164	APPENDIX F – STRUCTURAL SAFETY SECTION F101 CUTTING, NOTCHING AND BORING IN WOOD MEMBERS
166	INDEX
174	2012 INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE®
175	2012 INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE® IPSDC®
176	COPYRIGHT
177	PREFACE
181	EFFECTIVE USE OF THE INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE
185	LEGISLATION
187	TABLE OF CONTENTS
189	CHAPTER 1 – SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 GENERAL SECTION 102 APPLICABILITY
190	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF PRIVATE SEWAGE DISPOSAL INSPECTION SECTION 104 DUTIES AND POWERS OF THE CODE OFFICIAL
191	SECTION 105 APPROVAL SECTION 106 PERMITS
193	SECTION 107 INSPECTIONS
194	SECTION 108 VIOLATIONS
195	SECTION 109 MEANS OF APPEAL
196	SECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES
197	CHAPTER 2 – DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS
199	CHAPTER 3 – GENERAL REGULATIONS SECTION 301 GENERAL SECTION 302 SPECIFIC LIMITATIONS SECTION 303 FLOOD HAZARD AREAS SECTION 304 ALTERNATIVE ENGINEERED DESIGN
201	CHAPTER 4 – SITE EVALUATION AND REQUIREMENTS SECTION 401 GENERAL SECTION 402 SLOPE SECTION 403 SOIL BORINGS AND EVALUATION
202	SECTION 404 PERCOLATION OR PERMEABILITY EVALUATION
203	SECTION 405 SOIL VERIFICATION
204	SECTION 406 SITE REQUIREMENTS TABLE 406.1 MINIMUM HORIZONTAL SEPARATION DISTANCES FOR SOIL ABSORPTION SYSTEMS
206	FIGURE 406.7.3 CONCEPTUAL DESIGN SKETCH FOR ALTERING SLOPES
207	CHAPTER 5 – MATERIALS SECTION 501 GENERAL SECTION 502 IDENTIFICATION SECTION 503 PERFORMANCE REQUIREMENTS SECTION 504 TANKS TABLE 504.3 TANK CAPACITY
208	SECTION 505 PIPE, JOINTS AND CONNECTIONS TABLE 505.1 PRIVATE SEWAGE DISPOSAL SYSTEM PIPE TABLE 505.1.1 DISTRIBUTION PIPE
209	SECTION 506 PROHIBITED JOINTS AND CONNECTIONS
211	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
212	TABLE 604.1(2) CONVERSION FACTOR
213	TABLE 604.1(2)—continued CONVERSION FACTOR TABLE 605.3 EFFECTIVE SQUARE-FOOT ABSORPTION AREA FOR SEEPAGE PITS
215	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
216	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
217	TABLE 706.1 ESTIMATED VOLUME FOR VARIOUS DIAMETER PIPES
219	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
220	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
221	TABLE 802.7.2 ADDITIONAL CAPACITY FOR OTHER BUILDINGS
222	TABLE 802.7.2—continued ADDITIONAL CAPACITY FOR OTHER BUILDINGS SECTION 805 HOLDING TANKS TABLE 805.2 MINIMUM LIQUID CAPACITY OF HOLDING TANKS
223	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
224	EQUATION 9-1 EQUATION 9-2 EQUATION 9-3 EQUATION 9-4 EQUATION 9-5
225	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
226	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
227	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
228	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
229	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
230	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
231	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
232	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
233	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
234	SECTION 904 CONSTRUCTION TECHNIQUES
235	CHAPTER 10 – CESSPOOLS SECTION 1001 GENERAL
237	CHAPTER 11 – RESIDENTIAL WASTE WATER SYSTEMS SECTION 1101 GENERAL
239	CHAPTER 12 – INSPECTIONS SECTION 1201 GENERAL SECTION 1202 INSPECTIONS
241	CHAPTER 13 – NONLIQUID SATURATED TREATMENT SYSTEMS SECTION 1301 GENERAL
243	CHAPTER 14 – REFERENCED STANDARDS ASTM
244	CSA CISPI ICC NSF
245	UL
247	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
248	FIGURE A-3 (SECTION 406.6.7) DESIGN OF FILLED AREA SYSTEM FIGURE A-4 (SECTION 605.7) OBSERVATION PIPE
249	FIGURE A-5 (SECTION 703.1) PRESSURE DISTRIBUTION SYSTEM DESIGN FIGURE A-6 (SECTION 903.1) MOUND USING THREE TRENCHES FOR ABSORPTION AREA
250	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
251	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
253	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
254	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
255	TABLE B-5 FRICTION LOSSa IN SCHEDULE 40 PLASTIC PIPE (C = 150)
256	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
257	INDEX
263	ICC MEMBERSHIP BENEFITS
264	ICC-ES PLUMBING, MECHANICAL, AND FUEL GAS LISTING PROGRAM
265	COMMITTED TO BUILDING A GREEN AND SUSTAINABLE WORLD
266	VALUABLE GUIDES TO CHANGES IN THE 2012 I-CODES