🔥🔥 Don’t Miss Out on Our End of Autumn Sale. If you have any questions, feel free to click the bottom right corner to contact our customer service..

Concat us[email protected]
Shopping Cart

No products in the cart.

🔍
ICC IPC 2015

ICC IPC 2015

$57.42

International Plumbing Code

Published By Publication Date Number of Pages
ICC 2015 276
PDF Format Searchable Printable Preview Now
Guaranteed Safe Checkout
Category:

If you have any questions, feel free to reach out to our online customer service team by clicking on the bottom right corner. We’re here to assist you 24/7.
Email:[email protected]

Provides minimum regulations for plumbing facilities in terms of both performance and prescriptive objectives, and provides for the acceptance of new innovative products, materials, and systems. The IPC® also includes its companion document, 2015 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 sanitary systems.

PDF Catalog

PDF Pages PDF Title
1 2015 INTERNATIOANL PLUMBING CODE® WITH THE INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE®
2 2015 IPC® INTERNATIONAL PLUMBING CODE® 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 DETRIMENTAL TO 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
40 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 FIXTURES
43 TABLE 403.1 —continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES
44 TABLE 403.1 —continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES
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
SECTION 410 DRINKING FOUNTAINS
48 SECTION 411 EMERGENCY SHOWERS AND EYEWASH STATIONS
SECTION 412 FLOOR AND TRENCH DRAINS
SECTION 413 FOOD WASTE DISPOSER 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
53 SECTION 426 MANUAL FOOD AND BEVERAGE DISPENSING EQUIPMENT
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 DISTRIBUTION SYSTEM
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 605.8 MANUFACTURED PIPE NIPPLES
61 TABLE 605.5 PIPE FITTINGS
TABLE 605.7 VALVES
64 SECTION 606 INSTALLATION OF THE BUILDING WATER DISTRIBUTION SYSTEM
65 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
66 SECTION 608 PROTECTION OF POTABLE WATER SUPPLY
67 TABLE 608.8.2.2 SIZE OF PIPE IDENTIFICATION
FIGURE 608.8.1 PICTOGRAPH—DO NOT DRINK
68 TABLE 608.1 APPLICATION OF BACKFLOW PREVENTERS
70 TABLE 608.15.1 MINIMUM REQUIRED AIR GAPS
71 TABLE 608.17.1 DISTANCE FROM CONTAMINATION TO PRIVATE WATER SUPPLIES AND PUMP SUCTION LINES
72 SECTION 609 HEALTH CARE PLUMBING
SECTION 610 DISINFECTION OF POTABLE WATER SYSTEM
73 SECTION 611 DRINKING WATER TREATMENT UNITS
SECTION 612 SOLAR SYSTEMS
SECTION 613 TEMPERATURE CONTROL DEVICES AND VALVES
74 CHAPTER 7: SANITARY DRAINAGE
SECTION 701 GENERAL
SECTION 702 MATERIALS
TABLE 702.1 ABOVE-GROUND DRAINAGE AND VENT PIPE
75 TABLE 702.2 UNDERGROUND BUILDING DRAINAGE AND VENT PIPE
TABLE 702.3 BUILDING SEWER PIPE
76 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
79 TABLE 705.18 CAULKING FERRULE SPECIFICATIONS
TABLE 705.19 SOLDERING BUSHING SPECIFICATIONS
SECTION 706 CONNECTIONS BETWEEN DRAINAGE PIPING AND FITTINGS
TABLE 706.3 FITTINGS FOR CHANGE IN DIRECTION
80 SECTION 707 PROHIBITED JOINTS AND CONNECTIONS
SECTION 708 CLEANOUTS
81 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
82 TABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS
83 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
84 TABLE 712.4.2 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR
SECTION 713 HEALTH CARE PLUMBING
85 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)
86 TABLE 713.11.3 STACK SIZES FOR PRESSURE STERILIZERS (Number of Connections of Various Sizes Permitted To Various-sized Vent Stacks)
SECTION 714 COMPUTERIZED DRAINAGE DESIGN
SECTION 715 BACKWATER VALVES
SECTION 716 VACUUM DRAINAGE SYSTEMS
87 SECTION 717 REPLACEMENT OF UNDERGROUND SEWERS BY PIPE-BURSTING METHODS
88 CHAPTER 8: INDIRECT/SPECIAL WASTE
SECTION 801 GENERAL
SECTION 802 INDIRECT WASTES
89 SECTION 803 SPECIAL WASTES
SECTION 804 MATERIALS, JOINTS AND CONNECTIONS
90 CHAPTER 9: VENTS
SECTION 901 GENERAL
SECTION 902 MATERIALS
SECTION 903 VENT TERMINALS
SECTION 904 OUTDOOR VENT EXTENSIONS
91 SECTION 905 VENT CONNECTIONS AND GRADES
SECTION 906 VENT PIPE SIZING
SECTION 907 VENTS FOR STACK OFFSETS
92 TABLE 906.1 SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS
93 TABLE 906.5.1 SIZE AND LENGTH OF SUMP VENTS
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
SECTION 910 INDIVIDUAL VENT
SECTION 911 COMMON VENT
94 TABLE 911.3 COMMON VENT SIZES
SECTION 912 WET VENTING
TABLE 912.3 WET VENT SIZE
SECTION 913 WASTE STACK VENT
TABLE 913.4 WASTE STACK VENT SIZE
95 SECTION 914 CIRCUIT VENTING
SECTION 915 COMBINATION WASTE AND VENT SYSTEM
TABLE 915.2.2 SIZE OF COMBINATION WASTE AND VENT PIPE
SECTION 916 ISLAND FIXTURE VENTING
96 SECTION 917 SINGLE STACK VENT SYSTEM
TABLE 917.2 SINGLE STACK SIZE
97 SECTION 918 AIR ADMITTANCE VALVES
SECTION 919 ENGINEERED VENT SYSTEMS
EQUATION 9-1
98 TABLE 919.2 MINIMUM DIAMETER AND MAXIMUM LENGTH OF INDIVIDUAL BRANCH FIXTURE VENTS AND INDIVIDUAL FIXTURE HEADER VENTS FOR SMOOTH PIPES
SECTION 920 COMPUTERIZED VENT DESIGN
100 CHAPTER 10: TRAPS, INTERCEPTORS AND SEPARATORS
SECTION 1001 GENERAL
SECTION 1002 TRAP REQUIREMENTS
101 SECTION 1003 INTERCEPTORS AND SEPARATORS
102 TABLE 1003.3.4.1 CAPACITY OF GREASE INTERCEPTORSa
103 SECTION 1004 MATERIALS, JOINTS AND CONNECTIONS
104 CHAPTER 11: STORM DRAINAGE
SECTION 1101 GENERAL
SECTION 1102 MATERIALS
TABLE 1102.4 BUILDING STORM SEWER PIPE
TABLE 1102.5 SUBSOIL DRAIN PIPE
105 TABLE 1102.7 PIPE FITTING
SECTION 1103 TRAPS
SECTION 1104 CONDUCTORS AND CONNECTIONS
SECTION 1105 ROOF DRAINS
SECTION 1106 SIZE OF CONDUCTORS, LEADERS AND STORM DRAINS
106 FIGURE 1106.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
107 FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
108 FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
109 FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
110 FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
111 TABLE 1106.2 STORM DRAIN PIPE SIZING
TABLE 1106.3VERTICAL LEADER SIZING
SECTION 1107 SIPHONIC ROOF DRAINAGE SYSTEMS
SECTION 1108 SECONDARY (EMERGENCY) ROOF DRAINS
112 TABLE 1106.6 HORIZONTAL GUTTER SIZING
SECTION 1109 COMBINED SANITARY AND STORM PUBLIC SEWER
SECTION 1110 CONTROLLED FLOW ROOF DRAIN SYSTEMS
SECTION 1111 SUBSOIL DRAINS
113 SECTION 1112 BUILDING SUBDRAINS
SECTION 1113 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 NONPOTABLE WATER SYSTEMS
SECTION 1301 GENERAL
FIGURE 1301.3 PICTOGRAPH—DO NOT DRINK
118 SECTION 1302 ON-SITE NONPOTABLE WATER REUSE SYSTEMS
119 TABLE 1302.7.1 LOCATION OF NONPOTABLE WATER REUSE STORAGE TANKS
120 SECTION 1303 NONPOTABLE RAINWATER COLLECTION AND DISTRIBUTION SYSTEMS
121 TABLE 1303.10.1 LOCATION OF RAINWATER STORAGE TANKS
122 TABLE 1303.15.8 RAINWATER QUALITY
SECTION 1304 RECLAIMED WATER SYSTEMS
124 CHAPTER 14: SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS
SECTION 1401 GENERAL
SECTION 1402 SYSTEM DESIGN AND SIZING
EQUATION 14-1
125 TABLE 1402.3 LOCATION OF SUBSURFACE IRRIGATION SYSTEM
SECTION 1403 INSTALLATION
TABLE 1403.1.1 DESIGN LOADING RATE
126 TABLE 1403.2 DISTRIBUTION PIPE
128 CHAPTER 15 REFERENCED STANDARDS
ANSI
AHRI
API
ASME
130 ASPE
ASSE
131 ASTM
134 AWS
AWWA
135 CISPI
CSA
136 IAPMO
ICC
137 ISEA
MSS
NFPA
NSF
138 PDI
UL
140 APPENDIX A: PLUMBING PERMIT FEE SCHEDULE
PERMIT ISSUANCE
UNIT FEE SCHEDULE
OTHER INSPECTIONS AND FEES
142 APPENDIX B: RATES OF RAINFALL FOR VARIOUS CITIES
144 APPENDIX C: STRUCTURAL SAFETY
SECTION C101 CUTTING, NOTCHING AND BORING IN WOOD MEMBERS
146 APPENDIX D: DEGREE DAY AND DESIGN TEMPERATURES
TABLE D101 DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
147 TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
148 TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
149 TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
150 TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
152 APPENDIX E: SIZING OF WATER PIPING SYSTEM
SECTION E101 GENERAL
SECTION E102 INFORMATION REQUIRED
SECTION E103 SELECTION OF PIPE SIZE
156 TABLE E.1
TABLE E.2
157 FIGURE E103.3(1) EXAMPLE-SIZING
158 TABLE E103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS
159 TABLE E103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa
160 TABLE E103.3(3) TABLE FOR ESTIMATING DEMAND
161 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
162 TABLE E103.3(5) ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS
TABLE E103.3(6) PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa
163 FIGURE E103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B 88 COPPER TUBING)
164 FIGURE E103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B 88 COPPER TUBING)
165 FIGURE E103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B 88 COPPER TUBING)
166 FIGURE E103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa
167 FIGURE E103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa
168 FIGURE E103.3(7) FRICTION LOSS IN ROUGH PIPEa
169 SECTION E201 SELECTION OF PIPE SIZE
SECTION E202 DETERMINATION OF PIPE VOLUMES
170 TABLE E201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES
171 TABLE E201.1—continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES
172 TABLE E202.1 INTERNAL VOLUME OF VARIOUS WATER DISTRIBUTION TUBING
174 INDEX
184 2015 INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE®
185 2015 IPSDC® INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE® TITLE PAGE
186 COPYRIGHT
187 PREFACE
191 EFFECTIVE USE OF THE INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE
195 LEGISLATION
197 TABLE OF CONTENTS
199 CHAPTER 1: SCOPE AND ADMINISTRATION
PART 1—SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY
200 PART 2—ADMINISTRATION AND ENFORCEMENT
SECTION 103 DEPARTMENT OF PRIVATE SEWAGE DISPOSAL INSPECTION
SECTION 104 DUTIES AND POWERS OF THE CODE OFFICIAL
201 SECTION 105 APPROVAL
SECTION 106 PERMITS
203 SECTION 107 INSPECTIONS
204 SECTION 108 VIOLATIONS
205 SECTION 109 MEANS OF APPEAL
206 SECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES
207 CHAPTER 2: DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS
209 CHAPTER 3: GENERAL REGULATIONS
SECTION 301 GENERAL
SECTION 302 SPECIFIC LIMITATIONS
SECTION 303 FLOOD HAZARD AREAS
SECTION 304 ALTERNATIVE ENGINEERED DESIGN
211 CHAPTER 4: SITE EVALUATION AND REQUIREMENTS
SECTION 401 GENERAL
SECTION 402 SLOPE
SECTION 403 SOIL BORINGS AND EVALUATION
212 SECTION 404 PERCOLATION OR PERMEABILITY EVALUATION
213 SECTION 405 SOIL VERIFICATION
214 SECTION 406 SITE REQUIREMENTS
TABLE 406.1 MINIMUM HORIZONTAL SEPARATION DISTANCES FOR SOIL ABSORPTION SYSTEMS
216 FIGURE 406.7.3 CONCEPTUAL DESIGN SKETCH FOR ALTERING SLOPES
217 CHAPTER 5: MATERIALS
SECTION 501 GENERAL
SECTION 502 IDENTIFICATION
SECTION 503 PERFORMANCE REQUIREMENTS
SECTION 504 TANKS
TABLE 504.3 TANK CAPACITY
218 SECTION 505 PIPE, JOINTS AND CONNECTIONS
TABLE 505.1 PRIVATE SEWAGE DISPOSAL SYSTEM PIPE
TABLE 505.1.1 DISTRIBUTION PIPE
219 SECTION 506 PROHIBITED JOINTS AND CONNECTIONS
221 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
222 TABLE 604.1(2) CONVERSION FACTOR
223 TABLE 604.1(2)—continued CONVERSION FACTOR
TABLE 605.3 EFFECTIVE SQUARE-FOOT ABSORPTION AREA FOR SEEPAGE PITS
225 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
226 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
227 TABLE 706.1 ESTIMATED VOLUME FOR VARIOUS DIAMETER PIPES
229 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
230 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
231 TABLE 802.7.2 ADDITIONAL CAPACITY FOR OTHER BUILDINGS
232 TABLE 802.7.2—continued ADDITIONAL CAPACITY FOR OTHER BUILDINGS
SECTION 805 HOLDING TANKS
TABLE 805.2 MINIMUM LIQUID CAPACITY OF HOLDING TANKS
233 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
234 EQUATION 9-1
EQUATION 9-2
EQUATION 9-3
EQUATION 9-4
EQUATION 9-5
235 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
236 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
237 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
238 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
239 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
240 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
241 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
242 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)D ESIGN 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
243 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
244 SECTION 904 CONSTRUCTION TECHNIQUES
245 CHAPTER 10: CESSPOOLS
SECTION 1001 GENERAL
247 CHAPTER 11: RESIDENTIAL WASTE-WATER SYSTEMS
SECTION 1101 GENERAL
249 CHAPTER 12: INSPECTIONS
SECTION 1201 GENERAL
SECTION 1202 INSPECTIONS
251 CHAPTER 13: NONLIQUID SATURATED TREATMENT SYSTEMS
SECTION 1301 GENERAL
253 CHAPTER 14: REFERENCED STANDARDS
ASTM
254 CISPI
CSA
ICC
NSF
255 UL
257 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
258 FIGURE A-3 (SECTION 406.6.7) DESIGN OF FILLED AREA SYSTEM
FIGURE A-4 (SECTION 605.7) OBSERVATION PIPE
259 FIGURE A-5 (SECTION 703.1) PRESSURE DISTRIBUTION SYSTEM DESIGN
FIGURE A-6 (SECTION 903.1) MOUND USING THREE TRENCHES FOR ABSORPTION AREA
260 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
261 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
263 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
264 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
265 TABLE B-5 FRICTION LOSSa IN SCHEDULE 40 PLASTIC PIP
266 TABLE B-5—continued FRICTION LOSSa IN SCHEDULE 40 PLASTIC PIPE
TABLE B-6a MINIMUM DOSE VOLUME BASED ON PIPE SIZE, LENGTH AND NUMBER
267 INDEX

Related products

ICC IPC 2015
$57.42