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Phone: 0417641440. Web: LRAM.COM.AU E: [email protected] PO Box 79 Kalbar Qld 4309. 1569 TAROME ROAD, MOORANG VIA KALBAR, QUEENSLAND 4309 Review of the Agricultural Impact of a proposed solar farm. Various Lots D’Aguilar Highway Harlin Prepared by Bill Thompson Wednesday, January 17, 2018 E [email protected] M 0417641440
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Page 1: Review of the Agricultural Impact Solar Farm Harlin v2 · Harlin Prepared by Bill Thompson Wednesday, January 17, 2018 E BILLT@LRAM.COM.AU M 0417641440 . Page | 2 Summary The project

Phone: 0417641440. Web: LRAM.COM.AU E: [email protected]

PO Box 79 Kalbar Qld 4309. 1569 TAROME ROAD, MOORANG VIA KALBAR, QUEENSLAND

4309

Review of the Agricultural Impact

of a

proposed solar farm.

Various Lots

D’Aguilar Highway

Harlin

Prepared by

Bill Thompson

Wednesday, January 17, 2018

E [email protected]

M 0417641440

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Summary

The project is located partially on lands that are designated as ALC A and B lands. This

designation is based on the Brisbane Valley soils report soil unit boundaries of 1999. The

report amongst other findings concluded that there were no lands at the project site suited

for cropping of field crops. The work did however conclude that the soils would be able to

support annual irrigated horticulture but provided no data on whether irrigation itself was

feasible in this area.

The soil mapping is in error in a number of key matters impinging on this project. There is in

fact an extensive area of cracking clay soils along the northern edge of the project site that

is suited for dryland cropping and on this basis alone those areas are ALC A. At this stage

there is no intent to locate panels on these flood prone lands.

The other significant error is that the lower and mid slopes of the area to the south of the

alluvial plain includes land as ALC B which comprise stony, shallow, dispersive texture

contrast soils which are in fact ALC C – suited to pasture use only.

It is proposed that this area will be in the panel array as well as extensive areas to the south

comprising hilly terrain. The panel array area has significant existing erosion due to grazing

pressure and excessive clearing. This report recommends that ground cover be increased in

these area by reducing or eliminating grazing pressure and pasture improvement. The

report also recommends that the feasibility of detention basins within the panel area and on

the alluvial plain be established in order to minimize the export of sediment from the

project site.

Buffering requirements for a project of this type are likely to be minimal. The property

boundary to the location of the possible panel array ranges from 250m to over 1.2 km.

1 The Project

The project covers 17 rural lots bordering the D’Aguilar Highway with a total area of 2055

ha. The project would involve 1500 ha of solar infrastructure located approximately in the

mid to upper slopes.

This report reviews current land use and the associated soils and landscapes and examines

the likely consequences for agricultural land use within the subject land as well as on the

general area.

2 Current Land Use

The subject land forms part of 3 separate grazing properties. Grazing of nominally improved

pastures along with associated management infrastructure such as yards, sheds and

dwellings is the only substantive current land use.

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With the exception of small parts of the creek line along the north western boundary and

small areas of mostly regrowth scattered along the ridge crests, the whole of these

properties have been extensively cleared.

There is little significant evidence of sustainable improved pastures in these cleared lands.

The one exception is along the northern creek line where better quality soils occur.

One feature of the land use is the absence of reliable stock water supplies in other than the

northern lower slopes where the creek line and smaller stockwater dams are located.

2 Soils and Cropping potential

Figure 2.1 attached to this report contains soil and Agricultural Land Class (ALC) boundaries

overlaying satellite imagery.

That figure is based on 1:50,000 scale soils and land suitability mapping1 along with field

inspection of the subject land completed 11th December 2017.

2.1 Soil Survey and Land Suitability and the Agricultural Overlay

The soil survey report maps and describes soil groups as well as Hills and Mountains

landforms. That report at Section 6.3 and Table 38 (commencing on page 79), sets out an

Agricultural Land Classification (ALC) for the area.

The soil map unit boundaries appear to be the basis for the Agricultural Overlay (OM1) for

the planning scheme which shows parts of the mid and lower slopes as either ALC A or ALC

B. The land suitability section of the soils report and the land suitability maps associated

with that report shows that none of the subject area is mapped as suitable for dryland

cropping but that parts of it which corresponds to the OM1 overlay are suited for irrigated

small crops such as melons pumpkins etc. The soil survey report qualifies the irrigation

suitability assessment because there was no assessment of whether irrigation water is

available or not.

2.2 Soils

The 5 major soils mapped by QDNR comprise three differing land forms and soil groups. The

results of our field inspection and these groups are summarized in Table 2.1 and form the

basis of Figure 2.1. A photo montage of the landscape erosion is given in Table 2.2.

1 B.P.Harms and S.M. Pointon (1999) Land Resources Assessment of the Brisbane Valley, Queensland. QDNR

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Figure 2.1 ALC

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Table 2.1 Soils and Land Suitability based on QDNR report and field observations.

Alluvial Plains – some within 1:100 flood line

Cooeeimbardi

and Basel

Grey and dark cracking and non

cracking clays, some areas prone to

excessive wetness.

Moderately suited to

dryland cropping as

well as irrigated

cropping. Location

close to major stream

increases possibility

of some irrigation

These areas

would be ALC A

and are mapped

as such in Figure

2.1

There are major areas of Spencer soils

on these plains mapped incorrectly in

the QDNR mapping. The area of

alluvial plains is greater than that

which is indicated in the QDNR

mapping.

Lower and footslopes, convex slopes of 1 to 5% derived from Neara volcanic – described by QDNR as mid and high terraces.

Spencer These are texture contrast sodosol

with bleached sandy surface soils.

Rock outcrops occur in 15% of the

area where soils may be less than 60

cm deep.

Unsuited to cropping.

Stone soil depth and

soil water

storage/availability

are the main

limitations.

These areas

would be ALC C1

– suitable to

sustain improved

pastures. They

are mapped in

the Overlay as

ALC B … some

areas as A.

As shown in Figure 2.1, approximately

155 ha of severe and moderate gully

erosion occur in these areas out of a

total area of around 500 ha. The QDNR

mapping did not map erosion

separately but did report that erosion

in these landscape is significant.

Middle and Upper Slopes of Neara Volcanics and Sandstone areas. slopes 3 to >15%

Various soils,

including

Linville,

Moore,

Dunwich

These area shallow often stony rock

outcrops areas with both dispersive

texture contrast (Moore) and non

dispersive (Linville) soils

Unsuited to cropping These area ALC

C2 lands – suited

only to native

pastures. Some

areas would be

ALC D.

In Figure 1 these areas are included

with the mountain and hill units as ALC

C2. Erosion is extensive in these area

as well including minor areas of slope

instability

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Table 2.2 Landscape photos

Unstable gully head erosion in middle and upper slopes

Unstable erosion on Spencer soils in lower and mid slopes

Unstable stream banks on alluvial flats – eastern end of site

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2.3 ALC, State Interests and Agricultural Land Overlay Code

The project site along with most of catchment in which the subject land lies does not fall

within the state defined IAA.

The 2017 SPP and the council Agricultural Land Overlay Code have broadly similar

requirements and are dealt with as one in this report.

Both the state interest and the overlay code centers around whether the site lies within an

Important Agricultural Area (IAA) and/or contains ALC A or B lands. In essence lands within

these categories ought to be protected from fragmentation and from the development of

land uses which would be in conflict with agricultural uses.

The land in this valley does not fall within a state defined IAA.

The agricultural overlay map includes some of subject land as ALC A and B, however

this is only relevant if irrigation is available (see Section 2.1 above), otherwise only

the alluvial plain areas are ALC A or B. All other areas south of the alluvial plain

(shown as ALC A) in Figure 2.1 are in fact pastoral quality land.

Given that the solar farm land uses will be located mostly in the middle and upper

slopes and not in the lower elevation lower slopes and alluvial plain, nonagricultural

uses will be restricted to lands which are not ALC A or B.

Other matters canvassed in the Overlay code deal with fragmentation. The proposal does

not involve any lot re-configuration nor does it fragment the actual location of the ALC A

lands.

Whilst the issue of land degradation is not dealt with in the State Interests or Overlay Code,

the issue of improved natural resource outcomes by minimizing land degradation will be an

important component of this project.

3 Land Degradation

The extent of currently unstable gully and rill erosion is shown in Figure 2.1. Almost all of

this erosion is on the Spencer soils which have sodic subsoils and once groundcover and

surface soils have been disturbed, these soils rapidly erode.

Apart from the erosion prone nature of these soils, overgrazing which has minimized surface

soil cover along with the extensive clearing and concentration of livestock around water

points are the primary causes of this unstable erosion.

Reducing the grazing pressure to increase ground cover along with some judicious pasture

improvement and exclusion of livestock from the worst affected areas would be needed to

stabilize these areas.

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4 Agriculture Impact

4.1 Impact on Cropping Area

The project does not involve the construction of solar panels on most of the area identified

as ALC A. This area is largely within the 1:100 m flood line on the alluvial plain. All runoff

from the proposed solar farm area must pass through this ALC A area and if the area is

maintained under improved pasture and conservatively grazed, this will act as a filter and

runoff detention area for the solar panel part of the catchment.

4.2 Impact on Grazing Land Use

It is common for solar farms to use a combination of grazing and physical slashing of

vegetation to control excess grass and woody weed growth. Grazing is often the preferred

method where it can be carried out without adversely affecting the solar farm itself. Key

matters that need to be focussed on are:

• Grazing land management that maintains ground cover to minimise erosion.

Typically 50% ground cover is a conservative minimum objective and this is best

obtained by the use of improved pastures and a paddock management system that

allows for livestock to be rotated through paddocks. Because of the extensive

erosion on the site, no grazing should occur until full ground cover is established and

the pastures have seeded. This may take up to 2 years.

• If and when grazing is re-introduced, the areas mapped as gully erosion in Figure 2.1

should be fenced off and livestock excluded. There will be some regeneration of

woody weeds over time. It is unlikely that these areas will ever be sustainably

grazed in the future for other than excess ground layer fuel control.

• Improved stockwater systems.

5 Erosion and Stormwater Management

For this project site, erosion and stormwater management plans will be the critical

elements. Whilst the impact of the solar panels on stormwater has not formed part of this

assessment, there are four major aspects of stormwater management that should be

addressed:

1. Whether grazing in some form continues on the site and on the panel area. The high

rates of existing erosion and associated runoff are a product of intense grazing and

clearing. If grazing intensity is reduced, runoff intensity and amount will decline as

ground cover is improved.

2. Offsetting the above effect will be increased runoff from the panel field – due solely

to the increased hardening of the catchment. Strategies to mitigate or off set this

will need to be incorporated. Strategically located small detention basins and

diversion bank structures may need to be incorporated in the stormwater design.

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3. The main alluvial plain with a partially unstable riparian zone will be mainly outside

the panel field. However, larger detention basin approaches that slow down the

passage or water and sediment from the panel field through this area will also be

worth considering.

4. The actively eroding areas shown in figure 2.1, will need to be stabilised and

strategically revegetated.

5 Buffering and Revegetation Requirements

5.1 Buffering

Buffering to adjoin land uses is normal for these types of developments and is particularly

important in closer settled or in intensive agriculture areas. Terrain aspects also plays a

major role in the importance and design of buffers.

For this project site, the following features are important considerations in assessing the

need and type of buffers.

1. The site has a northerly aspect facing towards the highway.

2. The panel field will range from be over 250 m from the highway and will be up

aspect of the highway. This should be a sufficient distance buffer. It is unlikely that a

feasible design of a visual screen buffer of sufficient height at this offset from the

highway could be put in place.

3. The southern aspect is up aspect from the panel array and high hills essentially

provides for the buffer requirements in the southern aspects.

4. In the eastern and western end, a series of low hills also provides a buffer with the

proposed panel field over 250 m from the property boundary.

5.2 Revegetation and pasture improvement requirement

Table 5.1 contains a list of species likely to be best adapted to both buffer and pasture

improvement/soil conservation requirements.

Table 5.1 Revegetation List

Species

(Common Name)

Use Comment Restrictions

Common black Ti

Tree

Sally Wattle

Mountain She

Oak

Gum Top Box

Gully head

stabilisation... plant at

200 /ha

Plant as advanced

seedling tube stock into

20 cm deep rip lines

holes with gypsum added

Do not use

lime.

Lightly fertilise

and plant after

October rains,

water in.

Local provenance

blue gum on flats,

iron bark on

slopes for upper

Landscape Screening

where needed to up

400/ha

These will grow to 20

plus meters, however for

screening purposes they

should be coppiced at 5 -

10 m high

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Species

(Common Name)

Use Comment Restrictions

story and river

she oak

Local provenance

bottle brush,

wattles for mid

story

These will have life times

of 5 to 10 years,

coppicing of upper storey

species will provide infill

effects after senescence

of these species.

Improved

Pastures on

alluvial plain

Use Katambora Rhodes

over sown with

Setarias. Other species

such as Kikuyu and

Creeping blue are slow

to establish and will

not compete with

these pastures.

These will provide

permanent ground cover

and be excellent

sediment traps.

Only lightly

fertilise

otherwise these

pastures will

become rank

and generate

high fuel loads.

Improved

pastures on

slopes

Use Callide Rhodes and

Creeping blue grass in

combination with

Wynn’s Cassia (pasture

legume).

Fertiliser is the key to

maintenance of these

pastures. A compound

fertiliser such as MAP or

DAP should be used and

seed planted into a burnt

native pasture in late

Spring early summer.

Most improved

pasture species

can be used.

Leucaena which

is extensively

grown in the

Somerset area

should not be

used. It is a

browse legume

that can grow

to over 10 m

height unless

heavily grazed.


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