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Evaporation-Transpiration & Evapo-Transpiration Absorption Septic Systems
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  • Evaporation-Transpiration Septic Systems & Evapo-Transpiration Absorption Systems - Septic System Design Alternatives
  • Alternative Septic System Designs for Difficult Sites such as limited space or poor soil percolation
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This document discusses the selection, design, installation, inspection, repair, and maintenance of Evaporation-Transpiration & Evapo-Transpiration Absorption as Alternative Septic Systems, also called Evapotranspiration Septic Systems. These systems may be selected for wastewater treatment and disposal at difficult sites. We also provide lists of product sources or specialists in this field. (Listings can be added here at no fee.) 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 2008 Daniel Friedman, All Rights Reserved. Information Accuracy & Bias Pledge is at below-left. Use the links at page left to navigate this document or to go to Other Website Topics. Green links at left show where you are in our document & website.

Evaporation-Transpiration (ET) Septic Systems, and Evapo-Transpiration Absorption Septic Systems (ETA) dispose of septic effluent from the septic tank by providing a surface area intended to allow the effluent to evaporate. ET systems depend entirely on evaporation while ETA systems make use of both evaporation and (limited) soil absorption of septic effluent.

The following is from: New York Appendix 75-A.9 Alternative Septic System Designs

[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]
Effective Date: 12/01/1990

(e) Evaporation-Transpiration (ET) and Evapo-Transpiration Absorption (ETA) Septic Systems Design Criteria

(1) Evaporation/Transpiration/Absorption Septic Systems - General

ET systems rely on the upward movement of moisture through the soil, surface vegetation and into the air rather than absorption into the soil. ETA systems also use the absorptive capabilities of the soil and are less dependent on evaporation and transpiration.

(2) Site Requirements for Evaporation, Transpiration-Absorption Type Septic Systems

(i) All systems previously discussed, except intermittent sand filters, have been determined to be unacceptable for the planned building site.

(ii) An expansion area equal to or greater than 50% of the required basal area shall be available on the site.

(iii) All minimum vertical and horizontal separation distances can be maintained as described in Table 2 from both the edges of the basal area and the designated expansion area.

(iv) An environmental assessment determines that the development of the site with this system is consistent with the overall development of the area and will cause no adverse environmental impacts.

(3) Design Criteria for Evaporation, Transpiration-Absorption Type Septic Systems

(i) The designer must consider all of the items listed below and be able to document from reliable sources (i.e., National Weather Service, Soil Conservation Service) the parameters used and show that the net outflow from the system exceeds the inflow without the exposure of sewage or partially treated sewage on the surface of the ground:

Total rainfall and snowfall.

The percentage of the rainfall and snowfall that will infiltrate into the soil and the percentage that can be expected to runoff the system.

The annual land evaporation rate of the area.

The vertical rise of water than can be expected in the soil due to capillary action.

The amount of transpiration expected from the surface vegetation.

The permeability of the underlying soil and the impact the system will have on the groundwater level.

(ii) The design must provide for a trench depth that is not greater than 30 inches below the surface.

(iii) Pressure distribution of effluent throughout the system is required.

Volume: A-1a

More expert information on this topic



SEPTIC SYSTEMS HOME
HOME BUYERSGUIDE
SEPTIC SYSTEMS ONLINE BOOK
INTRODUCTION
SAFETY WARNINGS

SEPTIC SYSTEM DESIGN BASICS
  PERC TESTS
  SEPTIC TANK SIZE
  SEPTIC TANK DEPTH
  SEPTIC TANK TEES
  FIELD SIZE
  FIELD SHAPE
  SEPTIC CLEARANCES
  SEPTIC TANK PUMPING FREQUENCY
  SEPTIC TANK PUMPING PROCEDURE
  SEPTIC PUMPING REPAIR
  SEPTIC TREATMENTS

ALTERNATIVE SEPTIC DESIGNS
  AEROBIC SYSTEMS
  CESSPOOLS
  DRYWELLS
  EVAPORATION-TRANSPIRATION
  GRAVELLESS SYSTEMS
  LAGOON SYSTEMS
  PRESSURE DOSING SYSTEMS
  MEDIA FILTER SYSTEMS
  SEPTIC & GREYWATER FILTERS
  MOUND SYSTEMS
  RAISED BED SYSTEMS
  SAND BED SYSTEMS
  SEWAGE TREATMENT SYSTEMS
  WATERLESS LOW WATER TOILETS

  ALTERNATIVE SEPTIC DESIGNERS
  ALTERNATIVE SEPTIC PRODUCTS

SEPTIC INSPECTIONS
  FAILURE CAUSES
  INSPECTING TANKS
  DRAINFIELD FAILURES
  INSPECTING D-BOX
  SEPTIC FIELD INSPECTION
  SEPTIC DYE TESTS
  FAILURE SPOTS
  SEPTIC INSPECTION WORK SHEETS

DEFINITIONS
FAILURE LAWSUIT
FLOOD RESPONSE
SEPTIC REFERENCES

SEPTIC CONSULTANTS
SEPTIC AUTHORITIES
BOOKS REFS CODES

More Information

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More Information on Septic System Diagnosis, Maintenance, & Repair

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