{"id":10889,"date":"2024-10-16T20:34:31","date_gmt":"2024-10-16T20:34:31","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ipsdc-09-2009\/"},"modified":"2024-10-24T11:25:00","modified_gmt":"2024-10-24T11:25:00","slug":"ipsdc-09-2009","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/ipsdc-09-2009\/","title":{"rendered":"IPSDC 09 2009"},"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 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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2009 IPSDC\u00ae INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE\u00ae
2009 IPSDC\u00ae INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE\u00ae <\/td>\n<\/tr>\n
2<\/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
3<\/td>\nCOPYRIGHT
COPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE
PREFACE <\/td>\n<\/tr>\n
6<\/td>\nEFFECTIVE USE OF THE INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE
EFFECTIVE USE OF THE INTERNATIONAL PRIVATE SEWAGE DISPOSAL 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
14<\/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
15<\/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
16<\/td>\nSECTION 105 APPROVAL
SECTION 105 APPROVAL <\/td>\n<\/tr>\n
17<\/td>\nSECTION 106 PERMITS
SECTION 106 PERMITS <\/td>\n<\/tr>\n
18<\/td>\nSECTION 107 INSPECTIONS
SECTION 107 INSPECTIONS <\/td>\n<\/tr>\n
19<\/td>\nSECTION 108 VIOLATIONS
SECTION 108 VIOLATIONS <\/td>\n<\/tr>\n
20<\/td>\nSECTION 109 MEANS OF APPEAL
SECTION 109 MEANS OF APPEAL <\/td>\n<\/tr>\n
21<\/td>\nSECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES
SECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES <\/td>\n<\/tr>\n
22<\/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
24<\/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
26<\/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
27<\/td>\nSECTION 404 PERCOLATION OR PERMEABILITY EVALUATION
SECTION 404 PERCOLATION OR PERMEABILITY EVALUATION <\/td>\n<\/tr>\n
28<\/td>\nSECTION 405 SOIL VERIFICATION
SECTION 405 SOIL VERIFICATION <\/td>\n<\/tr>\n
29<\/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
31<\/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
32<\/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
33<\/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
34<\/td>\nSECTION 506 PROHIBITED JOINTS AND CONNECTIONS
SECTION 506 PROHIBITED JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
36<\/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
37<\/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
38<\/td>\nTABLE 604.1(2) CONVERSION FACTOR
TABLE 604.1(2) CONVERSION FACTOR <\/td>\n<\/tr>\n
39<\/td>\nTABLE 604.1(2)\u2014continued CONVERSION FACTOR
TABLE 604.1(2)\u2014continued CONVERSION FACTOR <\/td>\n<\/tr>\n
40<\/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
41<\/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
42<\/td>\nTABLE 706.1 ESTIMATED VOLUME FOR VARIOUS DIAMETER PIPES
TABLE 706.1 ESTIMATED VOLUME FOR VARIOUS DIAMETER PIPES <\/td>\n<\/tr>\n
44<\/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
45<\/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
46<\/td>\nTABLE 802.7.2 ADDITIONAL CAPACITY FOR OTHER BUILDINGS
TABLE 802.7.2 ADDITIONAL CAPACITY FOR OTHER BUILDINGS <\/td>\n<\/tr>\n
47<\/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
48<\/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
49<\/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
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(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
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
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
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(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
53<\/td>\nTABLE 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
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
54<\/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
55<\/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
56<\/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
57<\/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
58<\/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
59<\/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
60<\/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
61<\/td>\nEQUATION 9-6
EQUATION 9-6
EQUATION 9-7
EQUATION 9-7
TABLE 903.5.5 DOWNSLOPE AND UP SLOPE WIDTH CORRECTIONS FOR MOUNDS ON SLOPING SITES
TABLE 903.5.5 DOWNSLOPE AND UP SLOPE 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
64<\/td>\nCHAPTER 10 CESSPOOLS
CHAPTER 10 CESSPOOLS
SECTION 1001 GENERAL
SECTION 1001 GENERAL <\/td>\n<\/tr>\n
66<\/td>\nCHAPTER 11 RESIDENTIAL WASTE WATER SYSTEMS
CHAPTER 11 RESIDENTIAL WASTE WATER SYSTEMS
SECTION 1101 GENERAL
SECTION 1101 GENERAL <\/td>\n<\/tr>\n
68<\/td>\nCHAPTER 12 INSPECTIONS
CHAPTER 12 INSPECTIONS
SECTION 1201 GENERAL
SECTION 1201 GENERAL
SECTION 1202 INSPECTIONS
SECTION 1202 INSPECTIONS <\/td>\n<\/tr>\n
70<\/td>\nCHAPTER 13 NONLIQUID SATURATED TREATMENT SYSTEMS
CHAPTER 13 NONLIQUID SATURATED TREATMENT SYSTEMS
SECTION 1301 GENERAL
SECTION 1301 GENERAL <\/td>\n<\/tr>\n
72<\/td>\nCHAPTER 14 REFERENCED STANDARDS
CHAPTER 14 REFERENCED STANDARDS
ASTM
ASTM <\/td>\n<\/tr>\n
73<\/td>\nCSA
CSA
CISPI
CISPI
ICC
ICC
NSF
NSF
UL
UL <\/td>\n<\/tr>\n
74<\/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
75<\/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
76<\/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
77<\/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
78<\/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
80<\/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
81<\/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
82<\/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
83<\/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
84<\/td>\nINDEX
INDEX <\/td>\n<\/tr>\n
90<\/td>\nICC-ES PMG LISTING PROGRAM
ICC-ES PMG LISTING PROGRAM <\/td>\n<\/tr>\n
91<\/td>\nICC MEMBERSHIP INFORMATION
ICC MEMBERSHIP INFORMATION <\/td>\n<\/tr>\n
92<\/td>\nICC TRAINING INFORMATION
ICC TRAINING INFORMATION <\/td>\n<\/tr>\n
93<\/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 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>\n2009<\/td>\n93<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":10890,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-10889","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\/10889","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\/10890"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=10889"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=10889"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=10889"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}