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SEPTIC SYSTEMS HOME SEPTIC SYSTEM ARTICLES Septic Guide for Home Buyers or Owners Septic System Design Septic Inspection Testing Septic Maintenance Repair Septic Component & Product Suppliers Septic Videos InspectAPedia ® BOOKSTORE HOME BUYERS GUIDE to SEPTIC SYSTEMS SEPTIC SYSTEMS ONLINE BOOK 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 InspectAPedia ® BOOKSTORE More Information InspectAPedia® Home & Site Map Air Conditioning & Heat Pumps Bookstore Electrical Environment Exteriors Heating Home Inspection Insulate Ventilate Interiors Mold Inspect/Test Plumbing Water Septic Roofing Structure Accuracy & Privacy Policies Contact Us |
Septic Systems - Design, Inspection, Testing, & Maintenance - Seepage Pits
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TABLE 6 - SEEPAGE PITS - REQUIRED ABSORPTIVE AREA (IN SQUARE FEET) FOR HOUSEHOLD SYSTEMS |
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.
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(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.
(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.
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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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10/23/2009 - 10/15/1995 - InspectAPedia.com/septic/seepagepits.htm - © 2010 - 1988 Copyright Daniel Friedman All Rights Reserved - InspectAPedia® is a Registered U.S. Trademark