{"id":176119,"date":"2024-10-19T10:55:08","date_gmt":"2024-10-19T10:55:08","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-ipsdc-2018\/"},"modified":"2024-10-25T03:09:08","modified_gmt":"2024-10-25T03:09:08","slug":"icc-ipsdc-2018","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-ipsdc-2018\/","title":{"rendered":"ICC IPSDC 2018"},"content":{"rendered":"

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 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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2018 IPSDC\u00ae INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE\u00ae <\/td>\n<\/tr>\n
2<\/td>\n2018 IPSDC\u00ae TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
8<\/td>\nEFFECTIVE USE OF THE INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE <\/td>\n<\/tr>\n
12<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
14<\/td>\nCHAPTER 1 SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
15<\/td>\nPART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION 103 DEPARTMENT OF PRIVATE SEWAGE DISPOSAL INSPECTION <\/td>\n<\/tr>\n
16<\/td>\nSECTION 104 DUTIES AND POWERS OF THE CODE OFFICIAL
SECTION 105 APPROVAL <\/td>\n<\/tr>\n
17<\/td>\nSECTION 106 PERMITS <\/td>\n<\/tr>\n
18<\/td>\nSECTION 107 INSPECTIONS <\/td>\n<\/tr>\n
20<\/td>\nSECTION 108 VIOLATIONS
SECTION 109 MEANS OF APPEAL <\/td>\n<\/tr>\n
21<\/td>\nSECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES <\/td>\n<\/tr>\n
22<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
24<\/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
26<\/td>\nCHAPTER 4 SITE EVALUATION AND REQUIREMENTS
SECTION 401 GENERAL
SECTION 402 SLOPE
SECTION 403 SOIL BORINGS AND EVALUATION <\/td>\n<\/tr>\n
27<\/td>\nSECTION 404 PERCOLATION OR PERMEABILITY EVALUATION <\/td>\n<\/tr>\n
28<\/td>\nSECTION 405 SOIL VERIFICATION <\/td>\n<\/tr>\n
29<\/td>\nSECTION 406 SITE REQUIREMENTS
TABLE 406.1 MINIMUM HORIZONTAL SEPARATION DISTANCES FOR SOIL ABSORPTION SYSTEMS <\/td>\n<\/tr>\n
31<\/td>\nFIGURE 406.7.3 CONCEPTUAL DESIGN SKETCH FOR ALTERING SLOPES <\/td>\n<\/tr>\n
32<\/td>\nCHAPTER 5 MATERIALS
SECTION 501 GENERAL
SECTION 502 IDENTIFICATION
SECTION 503 PERFORMANCE REQUIREMENTS
SECTION 504 TANKS
TABLE 504.3 TANK CAPACITY <\/td>\n<\/tr>\n
33<\/td>\nSECTION 505 PIPE, JOINTS AND CONNECTIONS
TABLE 505.1 PRIVATE SEWAGE DISPOSAL SYSTEM PIPE
TABLE 505.1.1 DISTRIBUTION PIPE <\/td>\n<\/tr>\n
34<\/td>\nSECTION 506 PROHIBITED JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
36<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
37<\/td>\nTABLE 604.1(2) CONVERSION FACTOR <\/td>\n<\/tr>\n
38<\/td>\nTABLE 604.1(2)\u2014continued CONVERSION FACTOR
SECTION 605 INSTALLATION OF CONVENTIONAL SOIL ABSORPTION SYSTEMS
TABLE 605.3 EFFECTIVE SQUARE-FOOT ABSORPTION AREA FOR SEEPAGE PITS <\/td>\n<\/tr>\n
40<\/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
41<\/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
42<\/td>\nSECTION 706 DOSING
TABLE 706.1 ESTIMATED VOLUME FOR VARIOUS DIAMETER PIPES <\/td>\n<\/tr>\n
44<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
45<\/td>\nTABLE 802.8 MINIMUM HORIZONTAL SEPARATION DISTANCES FOR TREATMENT TANKS
TABLE 802.11.1 PUMP CHAMBER SIZES
SECTION 803 MAINTENANCE AND SLUDGE DISPOSAL <\/td>\n<\/tr>\n
46<\/td>\nTABLE 802.7.2 ADDITIONAL CAPACITY FOR OTHER BUILDINGS <\/td>\n<\/tr>\n
47<\/td>\nTABLE 802.7.2\u2014continued ADDITIONAL CAPACITY FOR OTHER BUILDINGS
SECTION 804 CHEMICAL RESTORATION
SECTION 805 HOLDING TANKS
TABLE 805.2 MINIMUM LIQUID CAPACITY OF HOLDING TANKS <\/td>\n<\/tr>\n
48<\/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
49<\/td>\nEQUATION 9-1
EQUATION 9-2
EQUATION 9-3
EQUATION 9-4
EQUATION 9-5 <\/td>\n<\/tr>\n
50<\/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
51<\/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 <\/td>\n<\/tr>\n
52<\/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(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
53<\/td>\nTABLE 903.1(5)\u2014continued 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 <\/td>\n<\/tr>\n
54<\/td>\nTABLE 903.1(6)\u2014continued 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
55<\/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(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
56<\/td>\nTABLE 903.1(9)\u2014continued 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
57<\/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
58<\/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 9-6
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 <\/td>\n<\/tr>\n
59<\/td>\nSECTION 904 CONSTRUCTION TECHNIQUES <\/td>\n<\/tr>\n
60<\/td>\nCHAPTER 10 CESSPOOLS
SECTION 1001 GENERAL <\/td>\n<\/tr>\n
62<\/td>\nCHAPTER 11 RESIDENTIAL WASTEWATER SYSTEMS
SECTION 1101 GENERAL <\/td>\n<\/tr>\n
64<\/td>\nCHAPTER 12 INSPECTIONS
SECTION 1201 GENERAL
SECTION 1202 INSPECTIONS <\/td>\n<\/tr>\n
66<\/td>\nCHAPTER 13 NONLIQUID SATURATED TREATMENT SYSTEMS
SECTION 1301 GENERAL <\/td>\n<\/tr>\n
68<\/td>\nCHAPTER 14 REFERENCED STANDARDS
ASTM <\/td>\n<\/tr>\n
70<\/td>\nCISPI
CSA
ICC
NSF <\/td>\n<\/tr>\n
71<\/td>\nUL <\/td>\n<\/tr>\n
72<\/td>\nAPPENDIX 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 <\/td>\n<\/tr>\n
73<\/td>\nFIGURE A-3 (SECTION 406.6.7) DESIGN OF FILLED AREA SYSTEM
FIGURE A-4 (SECTION 605.7) OBSERVATION PIPE <\/td>\n<\/tr>\n
74<\/td>\nFIGURE A-5 (SECTION 703.1) PRESSURE DISTRIBUTION SYSTEM DESIGN
FIGURE A-6 (SECTION 903.1) MOUND USING THREE TRENCHES FOR ABSORPTION AREA <\/td>\n<\/tr>\n
75<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
76<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
78<\/td>\nAPPENDIX 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 <\/td>\n<\/tr>\n
79<\/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-4a PUMP DOSING RATE <\/td>\n<\/tr>\n
80<\/td>\nTABLE B-5 FRICTION LOSSa IN SCHEDULE 40 PLASTIC PIPE (C = 150) <\/td>\n<\/tr>\n
81<\/td>\nTABLE B-5\u2014continued FRICTION LOSSa IN SCHEDULE 40 PLASTIC PIPE (C = 150)
TABLE B-6a MINIMUM DOSE VOLUME BASED ON PIPE SIZE, LENGTH AND NUMBER <\/td>\n<\/tr>\n
82<\/td>\nINDEX <\/td>\n<\/tr>\n
88<\/td>\nICC MEMBERSHIP BENEFITS THAT WORK FOR YOU <\/td>\n<\/tr>\n
89<\/td>\nICC EVALUATION SERVICE <\/td>\n<\/tr>\n
90<\/td>\nICC UNIVERSITY <\/td>\n<\/tr>\n
91<\/td>\nGET IMMEDIATE DOWNLOADS OF THE STANDARDS YOU NEED <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

International Private Sewage Disposal 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>\n2018<\/td>\n91<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":176124,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-176119","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\/176119","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\/176124"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=176119"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=176119"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=176119"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}