RIVERSIDE BASED · SERVING SOUTHERN CALIFORNIA

Stormwater infiltration testing

Site-specific percolation and infiltration testing for proposed stormwater facilities. NGS provides field data and reporting coordinated with the civil design team.

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FIELD DATA FOR DRAINAGE PLANNING

Test where the facility will work.

Stormwater infiltration testing helps the civil engineering team evaluate how water enters the ground at a proposed facility. NGS coordinates the testing location and depth with the available drainage concept, site conditions and applicable project criteria.

01

Review the proposed facilities

Provide the preliminary layout and anticipated bottom elevations or depths for proposed basins, trenches, chambers or permeable pavement. Testing should address the ground associated with the intended design.

02

Explore and document the soils

Borings or other appropriate exploration describe the materials encountered at the test locations. The logs provide context for the measurements, including changes in soil type and field limitations.

03

Measure water movement

Field testing follows the procedure selected for the project. Where percolation testing is used, the recorded water-level changes and test geometry support the calculation of the applicable rates.

04

Report results and their use

NGS documents test locations, depths, procedures and results for the design team. The report identifies relevant limitations and distinguishes measured or calculated field values from values adopted for design.

COORDINATING WITH THE CIVIL ENGINEER

Keep the rate in context.

Subsurface conditions vary across a property and with depth. Test results need to be considered with the facility location, grading concept and other project information when the design team evaluates stormwater options.

01

Percolation and infiltration

A percolation measurement can include water movement through the sides and base of a test hole. An infiltration value derived from that test depends on the procedure and calculations used. The report should make clear which result is being provided.

02

Field values and design values

A measured or calculated field rate is not automatically the final design rate. Applicable adjustments, factors and design criteria need to be addressed by the project team for the proposed facility.

03

Changes in grading or layout

A relocated or deeper facility may encounter different materials. Share updated plans so we can review whether the earlier testing represents the revised infiltration area.

04

Geotechnical coordination

Where stormwater testing accompanies a building investigation, the scopes can be planned together. Foundation recommendations, earthwork, proposed drainage facilities and the testing program each need to address the development being considered.

BEFORE WE PREPARE A PROPOSAL

Send what you have.

Email is strongly recommended because Maihan is often in the field. The following information helps us develop an appropriate scope. Preliminary plans are useful; tell us which details are still being decided.

01

Location and drainage concept

Send the site address or assessor’s parcel number, available civil or grading plans, proposed facility types and locations, and the anticipated testing depths or bottom elevations.

02

Design criteria and records

Include agency comments, the project’s stormwater criteria, previous geotechnical or infiltration reports and contact information for the civil designer. Identify any unresolved design questions.

03

Field access and scheduling

Let us know about pavement, operating facilities, gates, utilities, water supply and work-hour restrictions. These details help us plan the field program around the site.

PLANNING YOUR PROJECT

Questions to work through.

Can we test before the drainage plans are complete?

A preliminary concept can support early investigation, but the planned facility locations and depths are important. Discuss what is known and what is likely to change so the testing can be scoped for the current project stage.

Can a septic percolation result be used for a stormwater facility?

Do not assume the result is interchangeable. The test purpose, location, depth, procedure and reporting criteria need to be reviewed against the proposed stormwater facility.

Does NGS design the entire drainage system?

The testing scope provides subsurface information and the agreed geotechnical evaluation. Drainage sizing, system layout and other civil design work should be coordinated with the project’s civil engineer and clearly identified in the proposal.

What if infiltration is limited at the proposed location?

The results give the design team a basis for evaluating the proposed approach. Additional investigation, a different location or a revised facility concept may need to be discussed rather than assuming the original layout is feasible.

OFFICIAL PLANNING RESOURCE

Riverside County stormwater guidance.

The Riverside County Flood Control and Water Conservation District publishes a Low Impact Development BMP Design Handbook with infiltration testing guidance. The applicable project requirements and reviewing jurisdiction should be confirmed for the proposed site.

View the official design handbook

RELATED SERVICES

Coordinate site and building investigations.

Related exploration can be planned around the full development scope and the information needed by the design team.

Geotechnical engineering

Residential and ADU soils reports

Septic percolation testing

FROM OUR PROJECT EXPERIENCE

Buildings and stormwater, considered together.

See how the Knabe Road investigation addressed proposed childcare and retail buildings alongside stormwater testing.

Childcare and Retail Development — Temescal Valley

Septic and stormwater: different purposes

PERSONAL SERVICE FROM YOUR ENGINEER

Tell us about your site.

Work directly with Maihan Noorzay, M.S., P.E., G.E.

Discuss your project