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Rainwater Harvesting:Soil Storage and Infiltration Systems

Justin K. MechellTexas Cooperative ExtensionDepartment of Biological and Agricultural EngineeringTexas A&M University

How Rainwater Harvesting Works

Types of SystemsSimple and complex systems

Simple: distributes rainwater immediately

Complex: stores some or all of rainwater for later use

Rainwater Soil Storage and Infiltration System Components

SourceCollectionDiversion

Gutters and downspoutsPiping- PVC

StorageGravel trenchChambersPolystyrene peanuts

Water useSoil infiltration and Vegetation

Rainwater Soil Storage and Infiltration System Components

Why use a Soil Storage and Infiltration System system?

Water is a valuable resourceUrbanization

Increased runoff frequency and volume

Thermal shockRunoff qualityGroundwater recharge

Urbanization- Increased Surface Runoff

Stormwater Runoff Rate

Water Quality Impairments

Potential to introduce new pollutants into surface water

Construction activitiesPesticidesFertilizersSpills/Leaks

Affects human health

Menard City Library

Menard, Texas, USA

Water Quality Impairments

Is a soil storage and infiltration system feasible?

Utilizes current guttering and downspoutsMaterials

Catch basinPVC pipingStorage Chambers

Typically gravity fed system

No pumps or electricity needed

When is a soil storage and infiltration system not feasible?

Existing landscaping

Excavation

Slope

Space

How do I determine where the system should be located?

Site SelectionGeographyTopographyVegetative coverSeparation distancesWater movementSoil characteristics

How do I determine where the system should be located?

TopographySystems are gravity fedOverall slope in the area should be away from the structure

Structural foundation issues could arise

Shrink/Swell of soil

How do I determine where the system should be located?

Vegetative CoverNo woody plants or trees

Plug openingsGrass cover over the storage and infiltration trench

Aids in removing moisture from the areaPrevents erosion

How do I determine where the system should be located?

Separation distancesUse Onsite sewage system separation distances as a guide (Title 30 of the Texas Administrative Code, Chapter 285, Table X)

Prevent possible water contamination issues

Protect structural integrityShrink/Swell of soil

How do I determine where the system should be located?

Water movement and Soil characteristicsSoil characteristics influence water movement

Soil profile (horizons)Impermeable layersSeasonal groundwater indicators

How do I determine where the system should be located?

Water movement and Soil characteristics

Soil characteristics influence water movement

Soil textural classPercent distribution of different sized organic particles

Soil Particle Particle Diameter (mm)

Gravel >2.0

Sand 0.05 – 2.0

Silt 0.002 – 0.05

Clay < 0.002

Soil Particle Sizes (USDA, 1993)

How can I determine my soil texture classification?

Natural Resource Conservation Service Soil Survey ReportsOnsite Texture Analysis

Texture by feel method (only if you have advanced knowledge of soils)

How do I determine where the system should be located?

Soil Texture Triangle

How do I determine my soil profile?

Natural Resource Conservation Service Soil Survey ReportsDig an observation hole

Dig 2 feet below the bottom trench excavation depthExamine the profile for impermeable layers and seasonal ground water markers

What should I take into consideration for my design?

Roof washer Catch basinRequired storage volumeTrench constructionObservation port

What should I take into consideration for my design?

Roof washer“Poor Man’s Roof Washer”

PVC stand pipeCommercially available

Contains a baffle and a removable filterTypically contained within a 30 to 50 gallon tankInstalled just ahead of the infiltration trench

What should I take into consideration for my design?

Catch basin

Floating debris

Settling debris

What should I take into consideration for my design?

Required storage volume

Catchment area and desired storm

Rainfall Depth (in.)

Volume (ft3)

Volume(gallons)

0.5 4.2 311.0 8.3 621.5 12.5 942.0 16.7 1252.5 20.8 1563.0 25.0 187

Accumulated Rainwater Volumes from Common Rainfall Events (Based on a 100 ft2 Catchment Area and 100% Collection Efficiency)

What should I take into consideration for my design?

Required storage volume

Expected volume

)(12

)(#

)( 32

ftVolumeficientRunoffCoef

ftin

inrmDesiredStotsofDownspou

ftRoofArea=××

Rainfall Coefficients

Listed in the Soil Storage and Infiltration System Fact Sheet

It is the yield of rainwater you can expect to actually collect

What should I take into consideration for my design?

Required storage volume

Required number of chambers

DownspoutofChambers

perChamberftVolumeftVolume #

)()(

3

3

=

What should I take into consideration for my design?

Required storage volume

If chamber system is not used

Required length of storage

DownspoutorageLengthofSt

fStorageperLengthoftVolumeftVolume

=)(

)(3

3

How do I design my Trench?

TrenchDepth should be at least 1 foot greater than the height of the chamberBottom elevation should be level to within 1” over 25’ and within 3” over the entire length of excavation Width should be at least 6” wider than the chamber

How do I design my Trench?

Trench layoutMinimum of 6” of gravel should be placed along the bottomGravel should be backfilled to the top of the chamberGeo-textile fabric should be placed over the top of the gravelBackfill with at least 6” of native soil

Mound to facilitate good drainage and allow for settling

How do I design my Trench?

Observation PortShould be located at the end of the trenchShould rise to ground levelCap should be secure but removable

Menard City Library

Menard, Texas, USA

Operation and Maintenance

Key to the success and long term operation of the system

Operation and Maintenance

Leaf screensRoof washer

Removal of small diameter debrisCatch basin

Grate should be removable for cleaningCold climates

May need cover to prevent freezingObservation port

Allows you to see what is going on under ground

Construction Considerations

Avoid wet conditions during constructionTracked equipment is preferred to wheeled equipment

Distribution of weight is critical for permeability of soil

Post Construction Considerations

No vehicular traffic should cross the systemCave-insPlug orifices

No structures should be placed over the system

Questions?

Presentation is based on Rainwater Harvesting: Soil Storage and Infiltration Systems

Texas Cooperative Extension Booklet B-6195

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