Program
Individual Sewage
Disposal System
(ISDS) Program
Darrell Siegrist
Manager
(805) 648-9248

Click here to email Betty Huff

Environmental Health
Division
800 South Victoria Ave.
Ventura, CA 93009-1730
(805) 654-2813
Fax: (805) 654-2480

Individual Sewage Disposal System (ISDS) Construction

The construction of an ISDS must be in conformance with:

  1. The California Plumbing Code 2007 Edition as adopted with amendments by the Ventura County Building Code Ordinance (See Chapter 7 and Appendix K)
  2. Approved permit and plans
  3. The Onsite Wastewater Treatment System (OWTS) manual
Permit to Construct Application Form
Certificate of Compliance with Construction Safety Requirements
NOTE: The construction photos below are not intended to provide detailed instructions on how to construct an ISDS but only to depict the types of systems allowed in Ventura County and to show some general construction techniques.
Septic Tank
Distribution Box and Piping
Abandonment
Conventional ISDS
Alternative ISDS
ISDS Drain Rock
Septic Tank
Concrete
Concrete tank being delivered - Septic Tank Diagram
Tank installed
Access risers and lids on tank
Sanitary tee inside septic tank

Traffic rated manhole covers installed over a traffic rated septic tank in a paved area

tank dioagram
► Steel

Steel Tank Being Installed
Steel Septic Tank

tank dioagram
Distribution Box and Piping
► Example of ISDS Piping and Distribution Box Installation
PVC SDR 35 sewer pipe is commonly used for both solid and perforated piping throughout the system
PVC SDR 35 sewer pipe is commonly used for both solid and perforated piping throughout the system

Distribution box and piping connected

Distribution box and piping connected

Distribution box set level
Distribution box set level
Abandonment
► Example of ISDS Abandonment

Septic tank being abandoned. ISDS Abandonment Procedures

 

Septic tank being abandoned.

Brick-lined pit being abandoned. ISDS Abandonment Procedures

Brick-lined pit being abandoned.

Conventional ISDS
► Leachline - Drain Rock

Leachline trench excavated.

See also: Construction Inspection Procedures, Cross Section of Leachline
Leachline trench excavated

Drain rock on site
Drain rock on site

3/4" to 2 1/2" clean drain rock - Drain Rock Requirements

3/4" to 2 1/2" clean drain rock

Leachline trench ready to backfill - Untreated building paper (such as Red Rosin paper)
or other approved barrier is used over the leachline rock Leachline trench ready to backfill
► Leachline - Plastic Leaching Chamber
Connection to septic tank - Construction Inspection Procedures Connection to septic tank

Chambers set level and soil backfilled by hand on the sides

Chambers set level and soil being backfilled by hand on the sides

► Seepage Pit

Open seepage pit - Perforated pipe is placed in the center of the opening and drain rock is installed to the effective depth.

See also: Cross Section of Seepage Pit, Construction Inspection Procedures, Disposal Field Setbacks from Slopes and Fill Material
Open seepage pit

3/4" to 2 1/2" clean drain rock - Drain Rock Requirements 3/4" to 2 1/2" clean drain rock

Tar paper is used to cover the rock

Tar paper is used to cover the rock

Pit ready to backfill
Pit ready to backfill
Alternative ISDS
► Mound
Pressurized distribution bed being installed Pressurized distribution bed being installed
Pump test being conducted. The manifold system pipes are temporarily turned upwards to check pressure in the system.
Pump test being conducted. The manifold system pipes are temporarily turned upwards to check pressure in the system
Completed mound with newly planted Juniper Shrub Pfitzer around the perimeter and Rye grass covering the mound.
Completed mound with newly planted Juniper Shrub Pfitzer around the perimeter and Rye grass covering the mound

3/4" to 2 1/2" clean drain rock - Drain Rock Requirements.

3/4" to 2 1/2" clean drain rock

Hardwired audio-visual alarm box on far left

Hardwired audio-visual alarm box on far left

► Basal Subsurface Filter Bed
In the basal system, the base of the excavation will be utilized for final disposal of the sewage effluent after it has been treated by the filter sand. Basal Suburface Filter Bed
In the basal system the base of the excavation will be utilized for final disposal of the sewage effluent after it has been treated by the filter sand
Checking bottom level
Checking bottom level
Sand, distribution bed, monitoring ports, distribution box, and piping installed.
Ready for untreated building paper (or other approved barrier) over the bed and then backfill.
Sand, distribution bed, monitoring ports, distribution box, and piping installed

3/4" to 2 1/2" clean drain rock - Drain Rock Requirements

3/4" to 2 1/2" clean drain rock

► Subsurface Filter Bed with Disposal Pit

In this system the seepage pits are used for final disposal of the sewage effluent after it has been treated by the filter sand. Seepage pit drilled into bedrock.

See also: Disposal Field Setbacks from Slopes and Fill Material, Subsurface Filter Bed with Disposal Pit

In this system the seepage pits are used for final disposal of the sewage effluent after it has been treated by the filter sand
Pipe placed to bottom of pit.
Pipe placed to bottom of pit
Rock installed into pit.
Rock installed into pit

3/4" to 2 1/2" clean drain rock - Drain Rock Requirements

3/4" to 2 1/2" clean drain rock

Collection bed being installed. Drain rock will be installed over the piping. The collection bed is connected to three seepage pits in the bottom of the bed in this example. The pits can also be located outside of the bed. The filter sand and then the distribution bed are placed over the collection system.

Collection bed being installed. Drain rock will be installed over the piping. The collection bed is connected to three seepage pits in the bottom of the bed in this example. The pits can also be located outside of the bed.
ISDS Drain Rock
► Example of ISDS Drain Rock - Drain Rock Requirements
3/4" to 2 1/2" clean drain rock