soils of ipswich field guide

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  • 7/29/2019 Soils of Ipswich Field Guide

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    www.ipswich.qld.gov.au

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    Ratioale for the guide

    W a all ligatd d Qslad lgislati t

    cdct actiitis i a a tat pts a t t

    it. I paticla w a d :

    Environmental Protection Act 1994

    Environmental Protection (Water) Policy 2009

    Sustainable Planning Act 2009

    Soil Conservation Act 1986

    Tis Sils f Ipswic Fild Gid is dsigd t assist

    t idtif sils at is f si, s tat ca pla

    ad dta apppiat si ad sdit ctl

    ass i cdctig actiitis. Actiitis cdct

    t wic tis applis icld:

    Building and maintaining roads and services.

    Infrastructure (e.g. stormwater, potable water, sewers etc.).

    Construction works (e.g. building, installation of minor

    infrastructure in parks etc) and landscaping.

    Designing, approving and monitoring development activities.

    Any other activities that require the excavation and/or

    trenching of soils.

    T ltiat ai f t Gid is t assist i pt

    t si ad taspt f sdit t ifastct

    (.g. adwas, stwat ssts tc) ad lal

    its (cs, is, las, das, wtlads tc

    wic slts i cstl isil daag.

    T Gid iclds a gal dscipti f ladfs a

    si, w t dsci asic sil fats ad assss

    apidl t lailit f a sil t wat si. It icl

    asic dsciptis f t aj sil tps i t Ipswic

    tat icld gal sil pptis ad aagt

    Produced b AECOM Pt Ltd ad Ipswich Cit Coucil

    Published b Ipswich Cit Coucil

    Disclai

    Tis plicati is ad aailal f ifati ppss l ad t

    asis tat ss ai spsil f satisfig tsls as t its acc

    cpltss ad cc. All iags ai ppt f t igial at

    ad a sd pl f dcatial ppss l ad a t pd

    witt ft appal. T plis accpts liailit ad (icldig

    f gligc) f a lss daag (icldig csqtial idict daag) tat a icd as a slt f a pss s f tis p

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    Cotets

    Ladforms, Water Flow ad Soil Erosio 2

    Tpes of soil erosio 3

    Erosio Cotrol 7

    Sedimet Cotrol 8

    Water Flow, Raifall ad Soil Cla Cotet 9

    Describig Soils Basic Features 10

    Describig Soils What the Colours Mea12

    How to Assess Soil Erosio Slakig

    ad Dispersio Potetial 13

    Soil Erosio Risk Matrix 16

    Soil erosio ad sedimet cotrol

    the ext steps 17

    Major soil tpes i the Ipswich area 18

    Chromosols eutral to alkalie soils

    with sharp texture cotrast 20

    Dermosols structured subsoils

    with mior texture cotrast 22

    Hdrosols wet soils 24

    Kadosols strogl weathered earths

    with mior texture cotrast 26

    Sodosols alkalie ad sodic soils

    with sharp texture cotrast 28

    Vertosols Crackig Clas 30

    Further Readig 32

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    Ladforms, Water Flow ad Soil Erosio

    Ladfs ca dti t is f sil si d t t

    type of water ow they receive, and the catchment area that

    delivers the ow. Side slopes often produce Sheet Flow,

    whereas valley oors and gullies produce Concentrated Flow.

    I t diaga t igt, sils t idg at a lw

    catct aa ad xpic ii St Flw.

    Sils lw sid slps at ci ig ats f

    St Flw ad a a lag catct aa.

    Sils at t all ad at ci Cctatd Flw f

    sdig slps ad a a lag catct aa.

    Sils i t lw all at ci t igst ats fCctatd Flw ad a t lagst catct aa.

    I tis diaga, t is f sil si asd ladf

    is gatst at , t , , ad lwst at .

    W assssig t is f sil si f a ladf

    pspcti, t fllwig sld asd:

    Is t sil sitatd a idg, sid slp all?

    Wat is t lati catct aa f t sit?

    Is t sit xpctd t ci St Cctatd Fl

    SheeT FLoW

    SheeT

    ConCenTrATeD

    FLoW

    1

    2

    3

    4

    4 3 2 1

    1

    2

    3

    4

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    Tpes of soil erosio

    A. Raisplash Erosio

    B. Sheet Erosio

    C. Rill Erosio

    D. Gull Erosio

    E. Stream Erosio

    STreAmFLoW

    A

    B

    C

    D

    E

    1.

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    Tpes of Soil Erosio

    Raisplash Erosio

    esi d t t ipact f aidps lastig sil paticls

    f t sil sfac. Paticls ca t tasptd asil

    st ad t si tps.

    Sheet Erosio

    ral f a sallw, if la f sil f t sf

    Often difcult to see due to no channels being formed, w

    dwslp acclati ig t l idicati.

    DoWnSLoPe ACCumuLATIon

    SheeT eroSIon

    DoWnSLoPe ACCumu

    2.

    3.

    4.

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    Tpes of Soil Erosio

    Rill Erosio

    ral f sil f t sfac w sall cals

    (ills) p t 300 dp a fd. Ts f w

    ff cctats it dpssis casd atall

    wl tacs

    Gull Erosio

    ral f sil f t sfac ad ssfac cas

    cctatd ff dig cals gat ta 300

    dp.

    GuLLy

    rILLS

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    Tpes of Soil Erosio

    Tuel Erosio

    Tunnelling occurs when inltrating rainwater or overland ow

    cass ssils t disps, ladig t ssfac pipig ad

    si. Dispsi sils a spciall p t tllig. If

    t tpsil cllapss, sils ad gllis ca f.

    SInk hoLe

    CoLLAPSeD TunneL

    Pt mattw

    DISPerS

    IveSubSo

    IL

    DISPerSIve

    SubSoIL

    non-DISP

    erSIveToP

    SoIL

    non-DISP

    erSIveToP

    SoILSInk hoLe

    GuLLy FormeD

    ThrouGh CoLLAPSe

    FLoW

    TunneLS

    1

    2

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    Erosio Cotrol

    Erosion control measures are the rst line of defence in

    ptig sit ad ffsit si ffcts ad sld

    dta at all sits. esi ctls a alwas t

    pfd pti i aagig sit ad ff sit si

    ffcts. esi ctl is ltiatl t capst ctlas ad acis st tcs w csidig

    csts.

    esi ctl ais t pt dc sil si casd

    ail aisplas ad st si. T st f f

    si ctl is t aitai axi plat c t sil

    sfac, ad iiis t ftpit f sil distac. If

    plat c is t d ad sils distd, t tpical

    si ctl ass a icld:

    Bonded bre matrix

    Cpst lats

    esi ctl lats

    Gallig

    mlcig

    rgtati

    Sil ids ad sfac stailiss

    Sfac gig

    Specic control measures will need to be selected depe

    sit cditis.

    Fcal pits f si ctl a t ad xit pits

    w sits w a icls tasit fqtl. Ts

    t galld apppiatl. Ts sits a diatd

    nds due to constant vehicle movement.

    effcti si ctl als as ffcti daiag

    ass. Csidatis sld icld:

    Disi f p-slp stwat ff ad sil

    distacs ad discag ff sit

    Diisi f t w sit it aagal daiag a

    and ow paths stabilised and managed. Dirty water is

    pt sit ad dispsd f apppiatl .g. ap

    occulation and discharge of clean water

    Minimise ow velocity and soil erosion within drainag

    cals ad cts (.g. gla spacig f cc d

    tc.)

    F dtaild ifati s:

    IECA (2008). Best Practice Erosion and Sediment Contr

    International Erosion Control Association (Australasia)

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    Sdit ctl ass a tsecond line of defence i

    ptig sit ad ffsit si ffcts. T ai t tap

    and retain sediment eroded from the site (both very ne and

    lag paticls).

    Typical sediment control measures include:

    bff zs

    Cstcti xits

    Sdit fcs

    Sdit asis / wis

    Cc das

    Grass lter traps

    Rock lter traps

    Cpst/lc s

    Dp ilt ptcti

    Flcclats

    Specic control measures will need to be selected depending

    sit cditis.

    Daiag ctl ass applical t sdit ct

    icld:

    Ditig p-slp stwat ff awa f xca

    Disi f cla wat ad sdit taps,

    ttal l f wat t tappd ad tatd ad i

    dcig t siz f t sdit ctl as

    F dtaild ifati s:

    IECA (2008). Best Practice Erosion and Sediment Contr

    International Erosion Control Association (Australasia)

    Sedimet Cotrol

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    Water Flow, Raifall ad Soil Cla Cotet

    T ig t cla ctt f t sil, t gat t

    benet normally obtained by erosion control measures.

    T ig t sad ctt f t sil, t gat t

    benet normally obtained by sediment control measures.

    T diaga at igt dstats w t gal

    benets of drainage, erosion and sediment control

    vary for various rainfall, water ow and soil particle size

    cditis.

    The diagram does not imply that erosion, sediment

    and drainage control should be used in isolation from

    each other. Each work site will probably use somecombination of all three control types.

    Draiage Cotrol

    (icreased priorit)

    Erosio Cotrol

    (icreased priorit)

    Sedimet C

    (icreased p

    SoIL CLAy ConTenT

    FLoW

    TyPe

    SHEETFL

    OW

    COnCEnTR

    ATED

    FLOW

    HEAVy

    LIGHT

    SAnDyCLAyEy

    rAInFA

    LLInTe

    SITy

    Adaptd f IeCA & Lcal Gt Assciati f Qslad Ic

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    Describig Soils Basic Features

    no-Crackig clas ad most other soils

    Sfac iz wit s

    acclati f gaic att

    tat is sall da cl talw izs, iz wic

    a ligt i cl t as

    lss cla ta lw izs

    Ssfac izs caactisd

    f: cctatis

    f clas, stg cls (.g.

    dd) ta tpsils, stct adtxt difft t tpsils

    ToPSoIL

    uPPer SubSoIL

    LoWer SubSoIL

    rpdcti f t ptgap as

    appd t Stat f Qsl

    (Dpatt f eit ad rs

    maagt) [20

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    Crackig Clas

    Sfac iz cpisd f

    c-li lag sil agggats,

    wit igla cas spacstw t. usall as sa

    da cl tgt

    Ssfac izs caactisd

    lag, cas lc stcts

    wit sall l aw spacs

    tw t. usall as sa

    da cl tgt

    ToPSoIL

    uPPer SubSoIL

    LoWer SubSoIL

    Describig Soils Basic Features

    rpdcti f t ptgap as

    appd t Stat f Qsl

    (Dpatt f eit ad rs

    maagt) [20

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    Describig Soils What the Colours Mea

    Soil colour Characteristics Costraits

    blac

    Sils ig i gaic att, sc as cacig

    clas, pats gaic sils

    excssi/plgd wtss,

    al t cpacti, saliit

    rd

    Wll-daid sils wit ig ctt f

    i xids

    Pssil lal t cpacti

    yllw yllw-w

    Ipfctl daid t datl wll-daid

    sils wit ig ctt f i xids

    excssi/plgd wtss,

    pssil lal t cpacti

    bw

    mdat sil gaic att cctatis

    ad s i xids

    Ssil a dispsi

    G bl G

    nal pat watlggig excssi/plgd wtss

    mttls (d,ag,llw)

    Itittt watlggig excssi/plgd wtss

    Adaptd f Pattis t al. (2010). Sil alt f gtal pdcti i Astalia. Stat f Qslad,

    Dpatt f eplt, ecic Dlpt ad Iati. Pr104543

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    Exposig the Soil

    Dpdig t at f ws, cs t st

    apppiat a f sig t sil.

    Tis a as sipl as sig a ag t xtact tpsil

    ad ssil f tstig. Altatil, a a ad sta

    cutting may provide sufcient information. If an excavator is

    ig sd d t t at f ws, sc as tcig

    ladscapig, a pit tc ca xcaatd.

    As with all trenching activities, appropriate health and

    safety precautions should be followed. No person should

    enter a trench or pit deeper than 1.2 metres.

    How to Assess Soil Erosio Slakig ad Dispersio Potetial

    Equipmet needed

    Spad twl

    Sall glass plastic ja

    Cla, cla wat (1 lit)

    Ti (watc il p)

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    Assessig Soil Slakig (Collapse) ad Dispersio

    usig t spad twl, ta a sapl f t tpsil1.

    P a sall at f wat it t ja2.

    Slct 2 3 pa-sizd sil agggats csid pstati f t tpsil,3.

    ad gtl plac t i t wat

    La a stal sfac ad s aft 5 its4.

    rpat t pcss f t pp ssil ad t lw ssil5.

    usig jdgt, assig a all atig t t ssil .g.6.

    If the aggregates stay together then the soil has good aggregate stability.

    The soil is largely stable in water; or

    If the aggregates fall apart, but the water remains clear, the aggregates have slaked.

    The soil is vulnerable to slaking (collapse) in water, but shows little or no clay dispersion; or

    If the aggregates fall apart and the water is cloudy, the soil is dispersive.

    The soil is vulnerable to collapse in water and associated clay dispersion.

    How to Assess Soil Erosio Slakig ad Dispersio Potetial

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    How to Assess Soil Erosio Slakig ad Dispersio Potetial

    Stal agggat

    Sligtl dispsi

    Slad agggat

    mdatl dispsi higl dispsi

    Slaked soil

    Dispersive soil

    T Stat f Qslad, Dpatt f

    eplt, ecic Dlpt ad

    Iati (2010)

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    Soil Erosio Risk Matrix

    Dispsi Slaig

    hig mdat Sligt Slad Stal

    Concentrated

    Flow

    hig

    Lw

    Concentrated

    Flow

    hig

    Lw

    hig si

    is

    mdat

    si is

    Lw si is* oall dispsi slaig atig f wl sil

    (Pags 14 ad 15)

    Determine general ow conditions based on thediaga Pag 2

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    Soil erosio ad sedimet cotrol the ext steps

    Tis Gid psts gal adic l assssig sil

    lailit t si. oc gal sit cditis a

    assssd accdig t t Sil esi ris matix, sit

    checks to conrm soil types still need to be conducted and

    xpt adic sgt f si ad sdit ctls.

    A cpsi si ad sdit ctl pla ds t

    disd. Tis will icld lcatis f:

    esi ctl ass

    Sdit ctl ass

    Daiag ctls

    Sit t ad xit ctls

    Sil stcpils

    F cpsi ad dtaild ifati s:

    IECA (2008). Best Practice Erosion and Sediment Contr

    International Erosion Control Association (Australasia)

    Local Government Association of Queensland Inc. (200

    Introductory Erosion and Sediment Control Guidelines f

    Queensland Councils

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    Major soil tpes i the Ipswich area

    T fllwig scti dscis t six aj Astalia Sil

    Classication Orders mapped in the Ipswich City Council area.

    Where possible more than one example of a typical soil prole

    is pstd.

    It sld td tat tis is t a cpsicpilati f all pssil sils fd i t aa, l t

    dominant ones. However, this is sufcient for conveying the

    gal disit f sils ad ti pptis, spciall

    as t lat t si pst i t Ipswic aa. T

    distiti f t six aj sil tps i t aa is sw

    t fllwig ap maj sil tps i t Ipswic aa. T

    six aj sils a dscid pags 20 - 31.

    A ote o termiolog

    Dispersive soils sils tat a cpisd lagl f cla

    tat a lal t dispsi ad si w wt

    sils w as Sdsls a paticlal dispsi, t

    cla-ic sils sc as Csls, Dsls, vtslad s hdsls ad kadsls a als lal

    dispsi si.

    Texture cotrast those soils that have a signicant ch

    i sil paticl siz (txt) tw tpsil ad ssi

    alst alwas fs t sils wit sad tpsils ad cla

    ssils.

    Structured/well structured sils idiidal sil

    tat xiit gaisati. Tis as tat sil paticls

    aalgaatd it lag its calld agggats. Wll

    stctd sils a distict agggats f difft siz

    wit adat cacs ps tgt.

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    Major soil tpes i the Ipswich area

    Sil data f Derm (2008).

    Sils datast, scal 1:250,000

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    Vertosols Crackig Clas

    rpdcti f t ptgap as appd

    t Stat f Qslad (Dpatt f eit

    ad rsc maagt) [2010]

    rpdcti f t ptgap as app

    t Stat f Qslad (Dpatt f ei

    ad rsc maagt) [

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    Ladform ad Distributio

    Widespread on at to undulating alluvial plains, creek ats

    ad ig tacs

    Ke Features

    Cla-ic ad ft wll-stctd. Sscptil t wat

    lggig ad cpacti. higl stic w wt

    Erosio

    vlal t st ad gll si dat slps

    Erosio ad Sedimet Cotrol

    Sfac c sld aitaid as c as pssil.

    On site drainage should be diverted to reduce water ow

    lcit ad t spaat cla f dit wat. Sdit

    ctls a qi sdit asis

    Earthworks

    Liitatis d t wat lggig, cla ctt ad cac

    Allw f 30% sttlig

    Fertilit ad Plat Growth

    Some soils may be nutrient decient, and aluminium

    ad agas txicitis a cc i s aas. Sl

    daiag a cas watlggig ad stict plat gw

    Vertosols Crackig Clas

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    Hdrosols wet soils

    rpdcti f t ptgap as appd

    t Stat f Qslad (Dpatt f eit

    ad rsc maagt) [2010]

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    Ladform ad Distributio

    Occur in the poorly drained sections of valley oors

    Ke FeaturesSil pptis lagl dtid igt f wat tal,

    wic is alst alwas latil ig. G cls ad

    ttlig idicat plgd satati. ma cla sad

    tgt, ciatis f t tw

    Erosio

    bcas t cc i t lwst pats f t ladscap,

    sheet, rill, gully or tunnel erosion is rare, although ooding

    may be a problem. Disturbed soils exposed to stream ow

    a d

    Erosio ad Sedimet Cotrol

    upsta disi sld csidd t pt sit

    ooding and waterlogging. Sediment controls should be

    ipltd t pt dwsta ffcts. Cla-ic sils

    may require sediment basins and the use of occulants to

    sttl t clas

    Earthworks

    Sital f ads ad tacs xcpt i t lwst psiti

    Fertilit ad Plat GrowthGall tit ic, altg alii ad

    agas txicitis a cc i s aas. Sil s

    a cst ladig t p sil-sd ctact. P daia

    a lad t xg-p t cditis ad iiit pla

    gwt

    Hdrosols wet soils

    i i

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    Kadosols strogl weathered earths with mior texture cotrast

    rpdcti f t ptgap as appd

    t Stat f Qslad (Dpatt f eit

    ad rsc maagt) [2010]

    K d l l h d h i h i

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    Ladform ad Distributio

    occ t csts ad slps f lw ills

    Ke FeaturesUsually deep (1.0 5.0 m). Weak soil prole development

    ad gadal icas i cla ctt wit dpt

    Erosio

    higl dil lw slps if a

    Erosio ad Sedimet CotrolSfac c sld aitaid as c as pssil.

    On site drainage should be diverted to reduce water ow

    lcit ad t spaat cla f dit wat. Sdit

    ctls f cas (sad) atials a icld

    sediment fences, but ner materials may require sediment

    basins and the use of occulants to settle out clays

    Earthworks

    Sital f st atw patis. Allw f 30%

    sttlig

    Fertilit ad Plat Growth

    Gall lw tit stats, spciall psp

    ad itg.

    Plat aailal wat capacit is gall lw, ad

    saliit a a pl i s aas

    Kadosols strogl weathered earths with mior texture cotrast

    S d l lk li d di il ith h t t t t

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    Sodosols alkalie ad sodic soils with sharp texture cotrast

    rpdcti f t ptgap as appd

    t Stat f Qslad (Dpatt f eit

    ad rsc maagt) [2010]

    rpdcti f t ptgap as app

    t Stat f Qslad (Dpatt f ei

    ad rsc maagt) [

    S d l lk li d di il ith h t t t t

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    Ladform ad Distributio

    Widspad plais ad lw ills

    Ke FeaturesSap ctast tw sad tpsils ad cla-ic

    ssils

    Erosio

    higl dil. vlal t st, tl ad gll

    si d t igl dispsi ssils

    Erosio ad Sedimet Cotrol

    Sfac c sld aitaid as c as pssil.

    On-site drainage should be diverted to reduce water ow

    lcit ad t spaat cla f dit wat. Sdit

    ctls f cas (sad) atials a icld

    sediment fences, but ner materials may require sediment

    basins and the use of occulants to settle out clays

    Earthworks

    usital f st atw patis

    Fertilit ad Plat GrowthGall lw t lw tit stats. Plat aailal

    wat is lw.

    Plat gwt is ipdd p ssil daiag d t

    ig cla ctt, ad is als ipdd tg cla s

    Sodosols alkalie ad sodic soils with sharp texture cotrast

    Ch l t l t lk li il ith h t t t t

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    Chromosols eutral to alkalie soils with sharp texture cotrast

    rpdcti f t ptgap as appd

    t Stat f Qslad (Dpatt f eit

    ad rsc maagt) [2010]

    rpdcti f t ptgap as app

    t Stat f Qslad (Dpatt f ei

    ad rsc maagt) [

    Ch l t l t lk li il ith h t t t t

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    Ladform ad Distributio

    yllw sils cc gtl dlatig iss t llig

    ct. rdd sils cc gtl iclid ad stp

    slps i ill ct

    Ke Features

    Sap txt ctast tw sad tpsils ad cla-ic

    ssils

    Erosio

    higl dil sallw slps. P t st

    si. bcas ssils a cla-ic, t a lal

    t dispsi

    Erosio ad Sedimet Cotrol

    Sfac c sld aitaid as c as pssil.

    On site drainage should be diverted to reduce water ow

    lcit ad t spaat cla f dit wat. Sdit

    ctls f cas (sad) atials a icldsediment fences, but ner materials may require sediment

    basins and the use of occulants to settle out clays

    Earthworks

    Sital f st atw patis. Allw f 30%

    sttlig

    Fertilit ad Plat Growth

    Gall lw t lw tit stats, ad plat

    aailal wat capacit is lw

    Chromosols eutral to alkalie soils with sharp texture cotrast

    D l t t d b il ith i t t t t

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    Dermosols structured subsoils with mior texture cotrast

    rpdcti f t ptgap as appd

    t Stat f Qslad (Dpatt f eit

    ad rsc maagt) [2010]

    rpdcti f t ptgap as app

    t Stat f Qslad (Dpatt f ei

    ad rsc maagt) [

    Dermosols structured subsoils with mior texture cotrast

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    Ladform ad Distributio

    Widspad id t pp psitis lw

    dlatig ills

    Ke Features

    Cla-ic sils wit wll-stctd ssils

    Erosio

    higl dil sallw slps w a. bcas

    ssils a cla-ic, t a lal t dispsi

    Erosio ad Sedimet Cotrol

    Sfac c sld aitaid as c as pssil.

    On site drainage should be diverted to reduce water ow

    lcit ad t spaat cla f dit wat. Sdit

    ctls a qi sdit asis ad t s f

    occulants to settle out clays

    Earthworks

    T cacig at f ts sils ca a liitati f

    atws. Allw f 30% sttlig. Liitd sitailit f

    ads ad tacs, w acclati f wat i ts a

    wl tacs sld aidd

    Fertilit ad Plat Growth

    Psps a lw, ad s sils a a la

    salt lls i t ssils wic a iiit gwt

    Dermosols structured subsoils with mior texture cotrast

    Further Readig

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    has, b.P. (1996). Fild maal, i nl. k.e. (d)

    udstadig ad maagig Sils i t mt rgi.

    Dpatt f Pia Idstis Taiig Sis Qe96003,

    bisa.

    IeCA (2008). bst Pactic esi ad Sdit Ctl.Itatial esi Ctl Assciati (Astalasia)

    Lcal Gt Assciati f Qslad Ic. (2006).

    Itdct esi ad Sdit Ctl Gidlis f

    Qslad Ccils.

    mckzi, n., Jacqi, D., Isll, r. ad bw, k.

    (2004). Astalia Sils ad Ladscaps A Illstatd

    Cpdi. CSIro Plisig

    natial Citt Sil ad Tai (2009). Astalia

    Sil ad Lad S Fild had, 3d editi. CSIro

    Plisig.

    Pattis, T.t al. (2010). Sil alt f gtal pdcti

    i Astalia. Stat f Qslad, Dpatt f eplt,

    ecic Dlpt ad Iati. Pr104543

    Image Attributios

    Adapted from: http://saferenvironment.les.wordpr1.

    c/2009/08/tp-f-sil-si.jpg.

    F: ttp://www.ip.iastat.d/ip/ic/2005/2.

    2005/splas.jpg.

    Adaptd f: ttp://www.c.g/dia/3.

    plaigdc/t_aidp.jpg.

    F: ttp://www..cs.sda.g/ws/4.

    moptgall/esi/st1.jpg.

    Further Readig

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    Ipswich City CouncilPhone (07) 3810 6666Fax (07) 3810 6731

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