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New York State Septic System Design Regulations 75-A.9 Alternative Septic Systems - Mound Septic Systems Design
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Mobile ViewSEPTIC SYSTEM INSPECT DIAGNOSE REPAIR ADDITIVES / TREATMENTS for SEPTIC SYSTEMS AEROBIC SEPTIC SYSTEMS ALTERNATING BED SEPTIC SYSTEMS BACKUP PREVENTION, SEWER LINE BIOLOGICAL POLLUTANTS BIOLOGICAL POLLUTANTS in the HOME - EPA BOOKS, RECOMMENDED SEPTIC BOOKSTORE, SEPTIC SYSTEMS CESSPOOLS CESSPOOL SAFETY WARNINGS CHECK VALVES CHEMICALS & TREATMENTS for SEPTICS CHLORAMINE / CHLORINE Tests CHLORINE IN DRINKING WATER CHLORINE IN SEPTIC WASTEWATER CISTERNS D BOX TROUBLESHOOTING DEFINITIONS OF SEPTIC SYSTEM TERMS DIFFICULT SEPTIC SITES DISTRIBUTION-BOX INSPECTION, SEPTIC DRAINFIELD FAILURE DIAGNOSIS DRIVING or PARKING OVER SEPTIC DRYWELL DESIGN & USES FILTERS SEPTIC & GREYWATER FLOOD DAMAGE ASSESSMENT, SAFETY & CLEANUP FLOODED SEPTIC SYSTEMS, REPAIR GARBAGE DISPOSAL vs SEPTICS GRAVELLESS SEPTIC SYSTEMS GRAVITY/SIPHON DOSING SYSTEMS GREYWATER SYSTEMS HOME BUYERS GUIDE to SEPTIC SYSTEMS HOME SELLERS GUIDE TO SEPTIC INSPECT LAGOON SEPTIC SYSTEMS LEACHFIELD FAILURE DIAGNOSIS MEDIA FILTER SEPTIC SYSTEMS MOUND SEPTIC SYSTEMS NOISE / SOUND DIAGNOSIS & CURE ODORS & SMELLS DIAGNOSIS & CURE ODOR DIAGNOSIS CHECKLIST ODORLESS CHEMICALS / GASES: CHECK FOR? ODORS, PLUMBING SYSTEM ODORS, SEPTIC or SEWER ODORS, SULPHUR SMELL SOURCES OUTHOUSES & LATRINES PLANTS & TREES OVER SEPTIC SYSTEMS PRESSURE DOSING SEPTIC SYSTEMS RAISED BED SEPTIC SYSTEMS SAND BED SEPTIC SYSTEMS SEEPAGE PITS SEPTIC & CESSPOOL SAFETY SEPTIC SYSTEM ARTICLES SEPTIC AUTHORITIES 75-A.0 New York State Regulation of Private Septic Systems 75-A.1 Introduction to Septic Systems, Definitions of Septic System Terms 75-A.2 Regulation of Sewage Treatment Systems by other agencies 75-A.3 Sewage flows and design flow estimates 75-A.4 Soil and site appraisal for Septic Systems 75-A.5 House or building sewer line specifications 75-A.6 Septic tank capacity requirements, installation, and placement 75-A.7 Distribution lines, distribution boxes, gravity flow, pressure distribution, dosing, siphons 75-A.8 Subsurface treatment of effluent, absorption field requirements, leach field design criteria 75-A.9 Alternative Septic System Designs Raised Septic Bed Septic Mounds Sand Septic Filters Evaporation Septics 75-A.10 Other systems 75-A.11 New product/system design interim approval SEPTIC BACKUP PREVENTION SEPTIC BACKUP REPAIR SEPTIC BOOK, ONLINE SEPTIC BOOKSTORE SEPTIC BIOMATS SEPTIC CARE INSTRUCTIONS SEPTIC CLEARANCE DISTANCES SEPTIC CODES & REFERENCES SEPTIC CONSULTANTS SEPTIC D-BOX INSPECTION SEPTIC DRAINFIELD FAILURE DIAGNOSIS SEPTIC DRAINFIELD INSPECTION & TEST SEPTIC DRAINFIELD LIFE SEPTIC DRAINFIELD LOCATION SEPTIC DRAINFIELD RESTORERS? SEPTIC DRAWINGS SEPTIC DYE TEST PROCEDURE SEPTIC FAILURE LAWSUIT SEPTIC FAILURE SIGNS SEPTIC FIELD INSPECTION SEPTIC FILTERS SEPTIC FLOOD RESPONSE SEPTIC INSPECTION BOOK SEPTIC INSPECTION & TEST GUIDE SEPTIC LIFE EXPECTANCY SEPTIC LIFE MAXIMIZING STEPS SEPTIC METHANE GAS SEPTIC ODORS SEPTIC PUMPS SEPTIC PUMPING REPAIR SEPTIC REFERENCES SEPTIC & CESSPOOL SAFETY SEPTIC SUPPLIES & PARTS SEPTIC SYSTEM DEFINITIONS SEPTIC SYSTEM DESIGN ALTERNATIVES Master List of Septic System Types ALTERNATIVE SEPTIC DESIGNERS ALTERNATIVE SEPTIC PRODUCTS AEROBIC SEPTIC SYSTEMS ALTERNATING BED SEPTIC SYSTEMS BIOGAS PRODUCTION & USE CESSPOOLS DISINFECTION SYSTEMS, SEPTIC EFFLUENT DRYWELL DESIGN & USES EVAPORATION-TRANSPIRATION SEPTIC SYSTEMS FILTERS SEPTIC & GREYWATER FIXED-FILM PROCESS SEPTIC SYSTEMS GRAVELLESS SEPTIC SYSTEMS GRAVITY/SIPHON DOSING SYSTEMS GREYWATER SYSTEMS HOLDING TANK SEPTIC SYSTEMS LAGOON SEPTIC SYSTEMS MEDIA FILTER SEPTIC SYSTEMS MOUND SEPTIC SYSTEMS OUTHOUSES & LATRINES PEAT FILTER SEPTICS PRESSURE DOSING SEPTIC SYSTEMS RAISED BED SEPTIC SYSTEMS SAND BED SEPTIC SYSTEMS SEEPAGE PITS SEPTIC SYSTEM PUMPS SEQUENCING BATCH SEPTIC SYSTEMS SEWAGE TREATMENT SYSTEMS STEEP SLOPE SEPTIC DESIGNS TOILETS, INSPECT, INSTALL, REPAIR TOILET ALTERNATIVES TOILET TYPES Toilet Types, Flush Methods TOILETS, DON'T FLUSH LIST TRAPS on PLUMBING FIXTURES VEGETATED SUBMERGED SEPTIC BEDS Wastewater Treatment Levels Wastewater Dispersal Methods WETLAND SEPTIC SYSTEMS SEPTIC SYSTEM DESIGN BASICS DRYWELL DESIGN & USES FILTERS SEPTIC & GREYWATER SEEPAGE PITS SEPTIC CLEARANCES SEPTIC SOIL & PERC TESTS SEPTIC TANK SIZE SEPTIC TANK DEPTH SEPTIC TANK TEES SEPTIC DRAINFIELD SIZE SEPTIC DRAINFIELD SHAPE SEPTIC TANK PUMPING FREQUENCY SEPTIC TANK PUMPING PROCEDURE SEPTIC SYSTEM PUMPS SEPTIC TREATMENTS & CHEMICALS STEEP SLOPE SEPTIC DESIGNS SEPTIC SYSTEM DESIGN MANUAL - Online SEPTIC DRAINFIELD FAILURE DIAGNOSIS SEPTIC DRAINFIELD INSPECTION & TEST SEPTIC DRAINFIELD LIFE SEPTIC DRAINFIELD LOCATION SEPTIC DRAINFIELD RESTORERS? SEPTIC DRAWINGS SEPTIC DYE TEST PROCEDURE SEPTIC FAILURE LAWSUIT SEPTIC FAILURE SIGNS SEPTIC FIELD INSPECTION SEPTIC FILTERS SEPTIC FLOOD RESPONSE SEPTIC INSPECTION BOOK SEPTIC INSPECTION & TEST GUIDE SEPTIC LIFE EXPECTANCY SEPTIC LIFE MAXIMIZING STEPS SEPTIC METHANE GAS SEPTIC ODORS SEPTIC PUMPS SEPTIC PUMPING REPAIR SEPTIC REFERENCES SEPTIC & CESSPOOL SAFETY SEPTIC SUPPLIES & PARTS SEPTIC SYSTEMS, HOME BUYERS GUIDE to SEPTIC SYSTEM INSPECTION & TEST GUIDE SEPTIC SYSTEMS INSPECTION COURSE SEPTIC INSPECTION TYPES & LEVELS SEPTIC SYSTEM ODORS SEPTIC SYSTEMS ONLINE BOOK SEPTIC SYSTEM PUMPS SEPTIC SYSTEM SAFETY WARNINGS SEPTIC SYSTEM TYPES, MASTER LIST SEPTIC TANKS SEPTIC TANK BAFFLES SEPTIC TANK COVERS SEPTIC TANK, HOW TO FIND SEPTIC TANK GRASS or SNOWMELT SEPTIC TANK INSPECTION PROCEDURE SEPTIC TANK LEAKS SEPTIC TANK LEVELS of SEWAGE SEPTIC TANK PUMPING SCHEDULE SEPTIC TANK PUMPING PROCEDURE SEPTIC TANK SAFETY SEPTIC TANK SIZE SEPTIC TANK TEES SEPTIC TESTS: DYE & LOADING TESTS SEPTIC TREATMENTS & CHEMICALS SEWAGE & SEPTIC CONTAMINANTS SEWAGE BACKUP, WHAT TO DO SEWAGE BACKUP TEST & CLEANUP SEWAGE BACKUP PREVENTION SEWAGE & SEPTIC CONTAMINANTS SEWAGE CONTAMINATION in buildings SEWAGE CONTAMINANTS in FRUIT / VEGETABLES SEWAGE EJECTOR / GRINDER PUMPS SEWAGE LEVELS in SEPTIC TANKS SEWAGE NITROGEN CONTAMINANTS SEWAGE PATHOGENS in SEPTIC SLUDGE SEWAGE PUMPS SEWER BACKUP PREVENTION SEWER GAS ODORS SEWER LINE REPLACEMENT SEPTIC METHANE GAS SEPTIC SYSTEM ODORS More Information |
Design guide for the construction of mound type septic systems - septic mounds. InspectAPedia offers impartial, unbiased advice without conflicts of interest. We will block advertisements which we discover or readers inform us are associated with bad business practices, false-advertising, or junk science. Our contact info is at InspectAPedia.com/Contact.htm.This document uses the New York State wastewater treatment standard for individual household septic systems(Appendix 75-A) to provide an example of state regulated design and installation of alternative septic system designs, including raised septic systems, septic mound systems, intermittent sand filter septic systems, and evaportion-transpiration septic systems. Also see SEPTIC CODES & REFERENCES and SEPTIC CONSULTANTS. Citation of this article by reference to this website and brief quotation for the sole purpose of review are permitted. Use of this information at other websites, in books or pamphlets for sale is reserved to the author. Technical review by industry experts has been performed and is ongoing - reviewers welcomed and are listed at "References." © Copyright 2012 InspectAPedia.com, All Rights Reserved. Information Accuracy & Bias Pledge is at below-left. Use page top links to major topics or use links at the left of each page to navigate within topics and documents at this website. Green links show where you are in a document series or at this website. Section 75-A.9 Alternative Septic Systems - © Mound Septic Systems Design CriteriaTitle: Appendix 75-A.9 - Alternative Septic Systems
[Regulation and System Design Criteria for Raised Septic Systems,
Septic Mound Systems, Intermittent Sand Filter Bed Systems,
Evaporation-Transpiration Septic Systems,
Evaporation-Transpiration Absorption Septic Systems, and
Other Alternative Septic Systems]
(1) General - Mound Septic SystemsA mound septic system (or septic mound system) is a soil absorption system that is elevated above the natural soil surface in a suitable fill material. It is a variation of the raised bed utilizing sandy fill material but not requiring a stabilization period prior to the construction of the absorption area. On sites with permeable soils of insufficient depth to groundwater or creviced or porous bedrock, the fill material in the mound provides the necessary treatment of wastewater. The overall size of the mound system will normally be substantially smaller than a raised bed. [DF: Note: while they are similar in design "mound septic systems" discussed here are not identical to "raised septic systems" discussed at Raised Septics which have different site requirements.] (2) Site Requirements for Mound Septic SystemsA mound system may be used where all the following conditions are found: (i) The maximum high groundwater level must be at least one foot below the original ground surface. (ii) Bedrock shall be at least two feet below the natural ground surface. (iii) The percolation rate of the naturally occurring soil shall be faster than 120 minutes/inch. (iv) The natural ground slopes shall not exceed 12%. (v) All minimum horizontal separation distances can be maintained as described in Table 2. (3) Design Criteria for Mound Septic Systems(i) The designer shall consult with the health unit having jurisdiction regarding the method for detailing the hydraulic design. (ii) The basal area of a mound system is defined differently than a raised bed. The basal area for a system on level ground includes all the area beneath the absorption trenches or bed and the area under the tapers. On a sloping site, the basal area includes only the area under the absorption trenches/bed and the lower or downhill taper. The basal area is designed upon the percolation of the naturally occurring soil. Where the percolation rate is 60 min/in or faster, refer to Table 4B. For soils of 61 to 120 min/in, a rate of 0.2 gpd/sq. ft. shall be used for determining the minimum basal area required. (iii) Percolation tests for the fill material shall be conducted at the borrow pit. Only soils with a percolation rate between five and 30 minutes per inch shall be used for the fill material. Sands with greater than 10% by weight finer than 0.05 mm material must be avoided. At least 25% of the material by weight shall be in the range of 0.50 mm to 2.0 mm. Less than 15% of the material by weight shall be larger than a half-inch sieve. A sieve analysis may be necessary to verify this requirement. The required absorption area is based upon the percolation rate of the fill material as determined from Table 4B. (iv) The system shall be designed to run parallel with the contours of the site. The width of the system (up and down the slope) shall be kept to a minimum, but in no case shall the absorption area be wider than 20 feet. In a distribution network using a center pressure manifold, distribution lines shall have a maximum total length of 200 feet. In a network using an end manifold, distribution lines shall have a maximum length of 100 feet. (v) Mound dimensions shall meet or exceed those required by the health unit having jurisdiction. (vi) A pressure distribution network shall be required. (vii) A dual chamber septic tank or two tanks in series in addition to the dosing tank shall be provided. A gas baffle or other outlet modification that enhances solids retention is recommended. (4) Construction Procedures for Mound Septic Systems(i) Heavy construction equipment shall not be allowed within the basal area and area downslope of the system which will act as the dispersal area for the mound. (ii) The vegetation shall not be scraped away, roto-tilled, or compacted. Excess vegetation shall be removed with trees cut at the ground surface but stumps left in place. The area shall be plowed to a depth of seven or eight inches with a double bottomed blade/furrow plow and the furrow turned upslope. (iii) The fill material is placed from the upslope side of the system to the full depth required in the design and shall extend to the edge of the basal area at a slope not to exceed one vertical to three horizontal. (iv) The absorption area is then formed within the mound. A minimum of six inches of aggregate shall be placed beneath the distribution lines. (v) The pressure distribution lines are placed parallel to the contours of the slope and a minimum of two inches of aggregate is placed above the lines. (vi) A permeable geotextile is placed over the entire absorption area to prevent the infiltration of fines into the aggregate. (vii) On sloping sites a diversion ditch or curtain drain shall be installed uphill to prevent surface water runoff from reaching the absorption area. (viii) A minimum of six inches of finer materials such as clayey loam is placed over the top of the absorption area, and the entire mound including the tapers is then covered with six inches of top soil and seeded to grass. Questions & Answers regarding this articleQuestions & answers about how to design septic mound systems as drainfields or soakaway beds for septic effluent disposal Ask a Question or Search InspectAPediaHTML Comment Box is loading comments...
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