{"id":353948,"date":"2024-10-20T01:00:36","date_gmt":"2024-10-20T01:00:36","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-ipsdc-2021-1stptg\/"},"modified":"2024-10-26T01:11:45","modified_gmt":"2024-10-26T01:11:45","slug":"icc-ipsdc-2021-1stptg","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-ipsdc-2021-1stptg\/","title":{"rendered":"ICC IPSDC 2021 1stptg"},"content":{"rendered":"

The 2021 IPSDC\u00ae companion to the IPC\u00ae includes provisions for design, installation, and inspection of private sewage disposal systems, and provides flexibility in the development of safe 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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2021 IPSDC\u00ae INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE\u00ae <\/td>\n<\/tr>\n
2<\/td>\n2021 IPSDC\u00ae INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE\u00ae TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
10<\/td>\nARRANGEMENT AND FORMAT OF THE 2021 IPSDC <\/td>\n<\/tr>\n
14<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
16<\/td>\nCHAPTER 1 SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
SECTION 101 SCOPE AND GENERAL REQUIREMENTS
SECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
17<\/td>\nPART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION 103 CODE COMPLIANCE AGENCY
SECTION 104 DUTIES AND POWERS OF THE CODE OFFICIAL <\/td>\n<\/tr>\n
18<\/td>\nSECTION 105 APPROVAL <\/td>\n<\/tr>\n
19<\/td>\nSECTION 106 PERMITS <\/td>\n<\/tr>\n
20<\/td>\nSECTION 107 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
21<\/td>\nSECTION 108 NOTICE OF APPROVAL
SECTION 109 TEMPORARY EQUIPMENT, SYSTEMS AND USES
SECTION 110 SERVICE UTILITIES
SECTION 111 INSPECTIONS <\/td>\n<\/tr>\n
22<\/td>\nSECTION 112 MEANS OF APPEAL
SECTION 113 BOARD OF APPEALS
SECTION 114 VIOLATIONS <\/td>\n<\/tr>\n
23<\/td>\nSECTION 115 STOP WORK ORDER <\/td>\n<\/tr>\n
24<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
28<\/td>\nCHAPTER 3 GENERAL REGULATIONS
SECTION 301 GENERAL
SECTION 302 SPECIFIC LIMITATIONS
SECTION 303 FLOOD HAZARD AREAS
SECTION 304 ALTERNATIVE ENGINEERED DESIGN <\/td>\n<\/tr>\n
30<\/td>\nCHAPTER 4 SITE EVALUATION AND REQUIREMENTS
SECTION 401 GENERAL
SECTION 402 SLOPE
SECTION 403 SOIL BORINGS AND EVALUATION <\/td>\n<\/tr>\n
31<\/td>\nSECTION 404 PERCOLATION OR PERMEABILITY EVALUATION <\/td>\n<\/tr>\n
32<\/td>\nSECTION 405 SOIL VERIFICATION <\/td>\n<\/tr>\n
33<\/td>\nSECTION 406 SITE REQUIREMENTS
TABLE 406.1 MINIMUM HORIZONTAL SEPARATION DISTANCES FOR SOIL ABSORPTION SYSTEMS <\/td>\n<\/tr>\n
34<\/td>\nFIGURE 406.7.3 CONCEPTUAL DESIGN SKETCH FOR ALTERING SLOPES <\/td>\n<\/tr>\n
36<\/td>\nCHAPTER 5 MATERIALS
SECTION 501 GENERAL
SECTION 502 IDENTIFICATION
SECTION 503 PERFORMANCE REQUIREMENTS
SECTION 504 TANKS <\/td>\n<\/tr>\n
37<\/td>\nTABLE 504.1.2 TANK CAPACITY
SECTION 505 PIPE, JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
38<\/td>\nTABLE 505.1 PRIVATE SEWAGE DISPOSAL SYSTEM PIPE
TABLE 505.1.1 DISTRIBUTION PIPE <\/td>\n<\/tr>\n
39<\/td>\nSECTION 506 PROHIBITED JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
40<\/td>\nCHAPTER 6 SOIL ABSORPTION SYSTEMS
SECTION 601 GENERAL
SECTION 602 SIZING SOIL ABSORPTION SYSTEMS
SECTION 603 RESIDENTIAL SIZING
SECTION 604 OTHER BUILDING SIZING
EQUATION 6-1
SECTION 605 INSTALLATION OF CONVENTIONAL SOIL ABSORPTION SYSTEMS <\/td>\n<\/tr>\n
41<\/td>\nTABLE 603.1 MINIMUM ABSORPTION AREA FOR ONE- AND TWO-FAMILY DWELLINGS
TABLE 604.1(1) MINIMUM ABSORPTION AREA FOR OTHER THAN ONE- AND TWO-FAMILY DWELLINGS <\/td>\n<\/tr>\n
42<\/td>\nTABLE 604.1(2) CONVERSION FACTOR <\/td>\n<\/tr>\n
43<\/td>\nTABLE 604.1(2)\u2014continued CONVERSION FACTOR
TABLE 605.3 EFFECTIVE SQUARE-FOOT ABSORPTION AREA FOR SEEPAGE PITS <\/td>\n<\/tr>\n
44<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
45<\/td>\nFORMULA 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 <\/td>\n<\/tr>\n
46<\/td>\nSECTION 706 DOSING
TABLE 706.1 ESTIMATED VOLUME FOR VARIOUS DIAMETER PIPES <\/td>\n<\/tr>\n
48<\/td>\nCHAPTER 8 TANKS
SECTION 801 GENERAL
SECTION 802 SEPTIC TANKS AND OTHER TREATMENT TANKS <\/td>\n<\/tr>\n
49<\/td>\nTABLE 802.7.1 SEPTIC TANK CAPACITY FOR ONE AND TWO-FAMILY DWELLINGS
TABLE 802.7.2 ADDITIONAL CAPACITY FOR OTHER BUILDINGS <\/td>\n<\/tr>\n
50<\/td>\nTABLE 802.7.2\u2014continued ADDITIONAL CAPACITY FOR OTHER BUILDINGS
TABLE 802.8 MINIMUM HORIZONTAL SEPARATION DISTANCES FOR TREATMENT TANKS <\/td>\n<\/tr>\n
51<\/td>\nTABLE 802.11.1 PUMP CHAMBER SIZES
SECTION 803 MAINTENANCE AND SLUDGE DISPOSAL
SECTION 804 CHEMICAL RESTORATION
SECTION 805 HOLDING TANKS
TABLE 805.2 MINIMUM LIQUID CAPACITY OF HOLDING TANKS <\/td>\n<\/tr>\n
52<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
53<\/td>\nEQUATION 9-1
EQUATION 9-2
EQUATION 9-3
EQUATION 9-4 <\/td>\n<\/tr>\n
54<\/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(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
55<\/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(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
56<\/td>\nTABLE 903.1(4)\u2014continued 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 <\/td>\n<\/tr>\n
57<\/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(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
58<\/td>\nTABLE 903.1(7)\u2014continued 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(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
59<\/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(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
60<\/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(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
61<\/td>\nTABLE 903.1(12)\u2014continued 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 9-5
EQUATION 9-6
EQUATION 9-7
EQUATION 9-8
TABLE 903.5.5 DOWNSLOPE AND UPSLOPE WIDTH CORRECTIONS FOR MOUNDS ON SLOPING SITES
TABLE 903.6 INFILTRATIVE CAPACITY OF NATURAL SOIL
EQUATION 9-9
EQUATION 9-10 <\/td>\n<\/tr>\n
62<\/td>\nEQUATION 9-11
EQUATION 9-12
SECTION 904 CONSTRUCTION TECHNIQUES <\/td>\n<\/tr>\n
64<\/td>\nCHAPTER 10 CESSPOOLS
SECTION 1001 GENERAL <\/td>\n<\/tr>\n
66<\/td>\nCHAPTER 11 RESIDENTIAL WASTEWATER SYSTEMS
SECTION 1101 GENERAL <\/td>\n<\/tr>\n
68<\/td>\nCHAPTER 12 INSPECTIONS
SECTION 1201 GENERAL
SECTION 1202 INSPECTIONS <\/td>\n<\/tr>\n
70<\/td>\nCHAPTER 13 NONLIQUID SATURATED TREATMENT SYSTEMS
SECTION 1301 GENERAL <\/td>\n<\/tr>\n
72<\/td>\nCHAPTER 14 REFERENCED STANDARDS
ASTM <\/td>\n<\/tr>\n
74<\/td>\nCISPI
CSA
ICC
NSF <\/td>\n<\/tr>\n
75<\/td>\nUL <\/td>\n<\/tr>\n
76<\/td>\nAPPENDIX A SYSTEM LAYOUT ILLUSTRATIONS
A101 SYSTEM LAYOUTS
FIGURE A101.1(1) (SECTION 403.1.1) EXAMPLE OF SOIL-BORING LOCATIONS FOR TWO CONTIGUOUS ABSORPTION AREAS
FIGURE A101.1(2) (SECTION 405.2.4) MONITORING WELL DESIGN <\/td>\n<\/tr>\n
77<\/td>\nFIGURE A101.1(3) (SECTION 406.6.7) DESIGN OF FILLED AREA SYSTEM
FIGURE A101.1(4) (SECTION 605.7) OBSERVATION PIPE <\/td>\n<\/tr>\n
78<\/td>\nFIGURE A101.1(5) (SECTION 703.1) PRESSURE DISTRIBUTION SYSTEM DESIGN
FIGURE A101.1(6) (SECTION 903.1) MOUND USING THREE TRENCHES FOR ABSORPTION AREA <\/td>\n<\/tr>\n
79<\/td>\nFIGURE A101.1(7) (SECTION 903.1) PLAN VIEW OF MOUND USING A BED FOR THE ABSORPTION AREA
FIGURE A101.1(8) (SECTION 903.1) CROSS SECTION OF A MOUND SYSTEM USING THREE TRENCHES FOR THE ABSORPTION AREA <\/td>\n<\/tr>\n
80<\/td>\nFIGURE A101.1(9) (SECTION 903.1) CROSS SECTION OF A MOUND SYSTEM USING A BED FOR THE ABSORPTION AREA
FIGURE A101.1(10) (SECTION 903.1) DISTRIBUTION PIPE LAYOUT <\/td>\n<\/tr>\n
82<\/td>\nAPPENDIX B TABLES FOR PRESSURE DISTRIBUTION SYSTEMS
B101 PRESSURE DISTRIBUTION SYSTEMS
TABLE B101.1(1) REQUIRED DISTRIBUTION PIPE DIAMETERS FOR VARIOUS HOLE DIAMETERS, HOLE SPACINGS AND DISTRIBUTION PIPE LENGTHS (SCHEDULE 40 PLASTIC PIPE) <\/td>\n<\/tr>\n
83<\/td>\nFIGURE B101.1(1) DISTRIBUTION PIPE DISCHARGE RATEa
TABLE B101.1(2) RECOMMENDED MANIFOLD DIAMETERS FOR VARIOUS MANIFOLD LENGTHS, NUMBER OF DISTRIBUTION PIPES AND DISTRIBUTION PIPE DISCHARGE RATES (SCHEDULE 40 PLASTIC PIPE) <\/td>\n<\/tr>\n
84<\/td>\nFIGURE B101.1(2) PUMP DOSING RATEa
TABLE B101.1(3) FRICTION LOSSa IN SCHEDULE 40 PLASTIC PIPE (C = 150) <\/td>\n<\/tr>\n
85<\/td>\nTABLE B101.1(3)\u2014continued FRICTION LOSSa IN SCHEDULE 40 PLASTIC PIPE (C = 150) <\/td>\n<\/tr>\n
86<\/td>\nFIGURE B101.1(3) MINIMUM DOSE VOLUME BASED ON PIPE SIZE, LENGTH AND NUMBERaFor <\/td>\n<\/tr>\n
88<\/td>\nAPPENDIX C BOARD OF APPEALS
[A] C101 GENERAL <\/td>\n<\/tr>\n
90<\/td>\nINDEX <\/td>\n<\/tr>\n
96<\/td>\nICC EVALUATION SERVICE <\/td>\n<\/tr>\n
97<\/td>\nICC LEARNING CENTER <\/td>\n<\/tr>\n
98<\/td>\nICC ASSESSMENT CENTER <\/td>\n<\/tr>\n
99<\/td>\nICC DIGITAL CODES LIBRARY <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

International Private Sewage Disposal Code, 2nd Printing<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ICC<\/b><\/a><\/td>\n2021<\/td>\n99<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":353951,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-353948","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\/353948","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\/353951"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=353948"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=353948"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=353948"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}