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Septic Systems - Design, Inspection, Testing, & Maintenance - Seepage Pits
InspectAPedia®  -    

  • Septic seepage pit design manual
  • What is a seepage pit and where are they used in septic systems, drywells, cesspools - what's the difference among these systems?
Our site 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/appointment.htm.

This chapter discusses the use of septic seepage pits for septic wastewater treatment to perform the functions of septic effluent treatment and disposal in onsite wastewater treatment systems, conventionally called "septic systems". Seepage pits and drywells are discussed in greater depth and are contrasted with cesspools at DRYWELLS or onsite gray water disposal - What are Drywells, What Drywell Maintenance is Needed? How do Drywells Fail? Also see   CESSPOOLS.

Advanced septic treatment methods are discussed in separate chapters. 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." This document is a chapter of Inspecting, Testing, & Maintaining Residential Septic Systems an online book on septic systems.

© Copyright 2009 Daniel Friedman, All Rights Reserved. Information Accuracy & Bias Pledge is at below-left. Use links at the left of each page to navigate this document or to view other topics at this website. Green links show where you are in our document or website.

Seepage Pits - (h) Seepage Pits used for septic system effluent disposal

(1) General notes about seepage pit septic system components

A seepage pit, sometimes called a leaching pit, leaching pool, or incorrectly a cesspool, is a covered pit with an open-jointed or perforated lining through which septic tank effluent seeps into the surrounding soil.

[DF NOTE: the term drywell might be used for a seepage pit disposing of septic effluent in this case; by contrast, a cesspool holds both solid waste and septic effluent. I use the term "seepage pit" to refer to a pit used to dispose of septic effluent which originated as blackwater, the solids having been retained in the septic tank. I use the term "drywell" to refer to a pit used to dispose of graywater (greywater) which originated in sinks, laundry facilities, or showers. While their uses and implications of their presence at a property are quite different, the actual construction details of a seepage pit or a drywell are about the same.

  • Drywells (our main page on this topic) for more in-depth information about seepage pit and drywell systems.
  • Seepage pits and drywells are discussed in greater depth and are contrasted with cesspools at DRYWELLS for onsite wastewater disposal or onsite gray water disposal - What are Drywells, What Drywell Maintenance is Needed? How do Drywells Fail?
  • Cesspools for more in-depth information about those systems.

(2) Site Requirements for septic seepage pits

(i) If soil and site conditions are adequate for absorption trenches, seepage pits shall not be used.

(ii) A minimum three foot vertical separation must exist between the bottom of any pit and the high groundwater level, bedrock, or other impervious layer.

(3) Design Criteria for seepage pits used to dispose of septic effluent

(i) The required "effective seepage pit area" is obtained from Tables 6 and 7 which are shown below.

(ii) No allowance for infiltration area is made for the bottom area of a pit or the surface area of impervious soil layers (percolation rate slower than 60 minutes/inch).

(iii) The effective diameter of a pit includes the diameter of the lining plus the added diameter provided by the annular ring of aggregate. Any area surrounding the liner with rock smaller than 2 1/2 inches in size shall not be included as part of the effective diameter.

(iv) Effective depth is measured from the invert of the seepage pit inlet to the floor of the pit, with the thickness of impervious layers deducted.

Site Distance Requirements for Seepage Pits

SKETCH of a typical aerobic treatment unit tank, aerator, chamber This sketch (from New York's Wastewater Regulations) shows the recommended site clearances between a seepage pit (or cesspool or drywell) and other building and site features.

A more detailed list of site clearances to septic system components is listed at "More Reading" just below. Notice that seepage pits not only need to be at a sufficient distance from the building, from wells, from property lines, but also if multiple seepage pits are installed, they should be adequately separated from one another.

Absorption Area Requirements for Seepage Pits

The table below shows the required soil absorption area for seepage pits as a function of soil percolation rate and anticipated daily wastewater flow in gallons.

TABLE 6 - SEEPAGE PITS - REQUIRED ABSORPTIVE AREA (IN SQUARE FEET) FOR HOUSEHOLD SYSTEMS

Seepage Pit Size Requirements to Obtain Necessary Absorption Area

The table below shows the size of seepage pit necessary in order to provide the required soil absorption area for seepage pits. First use the preceding table to determine the necessary seepage pit absorption area, then use this table (below) to determine the necessary seepage pit size to provide that absorption area.



TABLE 7
- SEEPAGE PITS (CYLINDRICAL) - DIMENSIONS FOR REQUIRED ABSORPTIVE AREA (IN SQUARE FEET)

Seepage Pit Construction Details: Linings, Separation, Strength, Connections

(v) Seepage pit linings may be precast concrete, cast-in-place concrete, or built in place with unmortared hollow cinder or concrete blocks. Concrete shall have a minimum compressive strength of 2,500 psi and 3,000 psi is recommended. Material with comparable structural strength, determined in accordance with commonly accepted sewage construction standards, principles or practices, may be allowed on an individual basis to prevent unreasonable hardship, provided public health is not prejudiced.

(vi) The separation between the outside edges of seepage pits shall be three times the effective diameter of the largest pit. This separation is measured as the undisturbed soil between pit excavations.

(vii) Pits shall be designed with sufficient structural stability to withstand lateral soil forces as well as vertical loads.

(4) Construction of seepage pits for septic effluent disposal

(i) Laterals leading to each seepage pit must be at least four inches in diameter with a minimum slope of 1/8 inch per foot.

(ii) Seepage pits shall not be connected in series. A distribution box shall be required where more than one seepage pit is installed.

(iii) The pit excavation is to be raked to minimize sidewall smearing that may occur and reduce infiltration capacity. If groundwater is encountered, the pit shall be backfilled with the original soil to a level at least three feet higher than maximum groundwater and adjustments made in the pit dimensions.

(iv) The linings are placed upon a concrete block, poured concrete, or precast footing and surrounded by a six inch minimum annular ring of large aggregate (2 1/12 - 4 inches in size).

(v) The rock is covered to prevent soil from filling the void spaces. Building paper, a four inch thick layer of hay or straw may be used.

(vi) The seepage pit cover shall be structurally sound and capable of supporting 300 pounds per square foot at the weakest point. Covers may be precast concrete or cast-in-place and shall be reinforced. A manhole with an opening of at least 20 inches in the shortest dimension shall be provided.

Septic Seepage Pit, Drywell, or Cesspool Collapses

Photo of seepage pit collapse when driven over by a dump truck

A seepage pit, drywell, or cesspool can be collapsed as shown in this photo, where a seepage pit receiving septic effluent was driven over by a heavy dump truck.

Such collapses are dangerous and can be fatal if someone falls into the collapsing opening.

In general, while there are heavy duty septic system components and covers for pits and tanks, you should not permit traffic to drive over septic equipment nor on septic fields.

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Use links just below or at the left of each page to navigate this document or to view other topics at this website. Green links show where you are in our document or website.

SEPTIC SYSTEM DESIGN BASICS
  SEPTIC SOIL & PERC TESTS
  SEPTIC TANK SIZE
  SEPTIC DRAINFIELD SIZE
  SEPTIC DRAINFIELD SHAPE
  Trench Line Specs
  Detailed Specifications
  Leach Fields
  Gravelless Systems
  Deep Trench Systems
  Shallow Trench Systems
  Cut and Fill Systems
  Absorption Bed Systems
  Seepage Pits
    Site Requirements
    Pit Area & Size Requirements
    Pit Construction Details
    Seepage Pit Collapse
  SEPTIC CLEARANCES
  SEPTIC TANK PUMPING FREQUENCY
  SEPTIC TANK PUMPING PROCEDURE
  SEPTIC PUMPING REPAIR
  SEPTIC TREATMENTS
SEPTIC DESIGN ALTERNATIVES

Drywells (our main page on this topic) for more in-depth information about seepage pit and drywell systems.
SEPTIC SYSTEM DESIGN BASICS
How Big Should the Leach Field Be? includes a practical example using sample calculations and a table of soil percolation rate vs. field size
Design Basics for Septic Systems: Choosing Septic Tank Size, Leach Field Size - basic septic system volume and absorption system design guides.
Components of a Septic System- the Basic Parts of a Conventional Septic Tank and Leachfield, a chapter in the Home Buyers Guide to Septic Systems
Sketches of the Septic System Components Private Sewage Disposal Systems - Septic Drawing Library
Cesspools for more in-depth information about those systems.
Drywells for more in-depth information about those systems.

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