APPENDIX E TRAFFIC IMPACT ASSESSMENT REPORT piggery... · Versions 2.2, RTA, ... Traffic Impact Assessment Report Piggery, 4397 Texas Yelarbon Road, Yelarbon i . Table of Contents

APPENDIX E – TRAFFIC IMPACT ASSESSMENT REPORT Provided by

Harrison Infrastructure Group

Traffic Impact Assessment Report Proposed Commercial Development, Highfields

www.hig.com.au P a g e | 1

Traffic Impact Assessment

Piggery

4397 Texas Yelarbon Road, Yelarbon

Client: Feedlot Services Australia Pty Ltd

July 2016

Final

Spring Hill | Toowoomba | Bundaberg | Rockhampton | Gold Coast | Roma | Gatton | Darwin

Traffic Impact Assessment Report Piggery, 4397 Texas Yelarbon Road, Yelarbon

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Document control sheet If you have any questions regarding this document, please contact: Contact Cameron Currie Title Director, Harrison Infrastructure Group Phone (07) 4639 4188 Project No. TWB-1304

Version history

Version No. Date Changed By Details

1.0 17/07/2016 Caroline Smith Draft 2.0 20/07/2016 Caroline Smith Peer review Cameron Currie 3.0 28/07/2016 Caroline Smith Final

Final Report

Approved by: Cameron Currie

RPEQ # 6860

Reference Material In preparing this report, reference has been made to the following: • Guideline for Assessment of Road Impacts of Development, Department of Main Roads, 2006 • Guidelines to Traffic Engineering Practice – Part 5 – Intersections at Grade; Austroads 2009 • Road Planning and Design Manual 2nd edition, 2016 • Austroads Guide to Road Design – Part 4A Unsignalised and Signalised Intersections, 2010 • Transport Assessment Guide, Queensland Transport • Queensland Streets – The Institute of Municipal Engineering Australia, Queensland Division • Manual of Uniform Traffic Control Devices- Part 2 Traffic Control Devices for General Use –

Department of Main Roads, 2003 • Guide to Traffic Generating Developments, Versions 2.2, RTA, 2002 • Traffic Growth Projections for the Surat Basin 2011, Transport and Main Roads, 2011


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Table of Contents 1 INTRODUCTION ................................................................................................................................................... 1

1.1 BACKGROUND AND GENERAL DESCRIPTION................................................................................................................... 1 1.2 OBJECTIVE .............................................................................................................................................................. 1 1.3 PROPOSED DEVELOPMENT ........................................................................................................................................ 1

2 EXISTING CONDITIONS ........................................................................................................................................ 2

2.1 DEVELOPMENT SITE ................................................................................................................................................. 2 2.2 EXISTING ROAD NETWORK ........................................................................................................................................ 3 2.2.1 GENERAL............................................................................................................................................................ 3 2.2.2 TEXAS YELARBON ROAD ........................................................................................................................................ 4 2.2.3 CUNNINGHAM HIGHWAY ...................................................................................................................................... 5 2.2.4 TEXAS-YELARBON ROAD/CUNNINGHAM HIGHWAY INTERSECTION................................................................................. 6

3 TRAFFIC GENERATION AND DISTRIBUTION ......................................................................................................... 9

4 TRAFFIC IMPACTS .............................................................................................................................................. 12

4.1 TEXAS-YELARBON ROAD ......................................................................................................................................... 12 4.2 CUNNINGHAM HIGHWAY ........................................................................................................................................ 12 4.3 TEXAS-YELARBON ROAD/CUNNINGHAM HIGHWAY INTERSECTION................................................................................... 12

5 LAYOUT REVIEW................................................................................................................................................ 15

6 CONCLUSIONS AND RECOMMENDATIONS ........................................................................................................ 18

APPENDIX A PLANS OF PROPOSED DEVELOPMENT APPENDIX B TMR TRAFFIC COUNT DATA APPENDIX C CEFN DEVELOPMENT DATA


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1 INTRODUCTION

1.1 Background and General Description Harrison Infrastructure Group (HIG) Pty Ltd has been engaged by Feedlot Services Australia Pty Ltd (FSA) to undertake a traffic impact assessment for the proposed piggery at 4397 Texas Yelarbon Road, Yelarbon.

1.2 Objective

The objective of this study is to evaluate the traffic impacts on the adjacent road network for a traffic design horizon of 10 years. The development is expected to be operational in 2018. Therefore, the design horizon for the traffic impact assessment is 2028. The report details the estimated traffic generated by the proposal and the impact of development traffic on the road network. 1.3 Proposed Development The proposed development is a 55,000 Standard Pig Unit (SPU) piggery, which is expected to be fully operational in 2018. The piggery will include 6 weaner sheds, 12 finisher sheds, 2 farrowing sheds and 8 gestating sow sheds. Further details of the development are included in Section 3 on traffic generation and distribution. Plans of the proposed development are included in Appendix A.


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2 EXISTING CONDITIONS 2.1 Development Site

The development site is 4397 Texas Yelarbon Road, Yelarbon. The real property description of the site is lots 2 on RP75438, 1 on SP236724, 2 on RP70268, 1 and 2 on RP79095, 1 and 2 on SP246341, and 2 and 3 on RP79096. The total area of the site is 1060 hectares, and is within the Goondiwindi Regional Council area. The site is approximately at chainage 46km on Texas-Yelarbon Road, a state government controlled road (No. 2322). The piggery site is on both sides of Texas-Yelarbon Road, however the majority of traffic will access the northern side site, which will contain the Piggery buildings. There are several existing accesses to the site on to Texas-Yelarbon Road, and it is understood that these will remain, with no additional crossovers intended to be constructed as part of the proposed development. Accesses to the development are discussed further in section 5. There are also several residential dwellings on-site, with associated farm structures, at the locations noted in figure 2-1. It is understood that these dwellings will remain, and will not generate additional traffic with the proposed piggery.

Figure 2-1: Site locality

Approximate boundaries of site for proposed Piggery

Locations of existing residential dwellings

Approximate Location of piggery

buildings


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Figure 2-2: Aerial photography of site location relative to Texas and Yelarbon

(Google Earth, 2015)

2.2 Existing Road Network 2.2.1 General

The locality of the proposed development site is shown in figure 2-1 and 2-2. The major components of the surrounding road network likely to be impacted by the development include the following roads and intersections. Beyond the immediate network, the numbers of additional trips associated with the development and their impact are considered to be minimal and less than the 5% trigger for assessment. Impacted road infrastructure:

• Texas Yelarbon Road • Cunningham Highway • Texas Yelarbon Raod/Cunningham Highway intersection

Site location

Yelarbon

Texas


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2.2.2 Texas Yelarbon Road

The Texas Yelarbon Road is a state government controlled road with the following characteristics:

- DTMR permanent count site data at site 51254 6km south of the Cunningham Highway (approximately 2km west of the site entrance) recorded an AADT of 152vpd with 38% heavy vehicles in 2015. In previous years the following traffic data was recorded:

o In 2013, 155vpd. This was slightly higher than 2015, and thus from 2013 to 2015 there was negative growth.

o In 2012, 131vpd. Lower than 2013 and 2015, and represents significant growth to 2013.

o In 2010, 129vpd. Very similar to 2011, with less than 1% growth. - The Texas Yelarbon Road is not included in the TMR report ‘Traffic Growth

Projections for Surat Basin 2011’. - Based on the data available, a long term growth rate of 3% has been adopted,

which results in 165vpd in 2018, and 211vpd by the design horizon year of 2028. - The road is a school bus route within 12km east of the Cunningham Highway

intersection, including along the frontage of the site. There is a designated bus stop at the western end of Texas-Yelarbon Road, south of the intersection with the Cunningham Highway. There are no bus stops within the 5.7km frontage of the development site, or nearby.

- Texas-Yelarbon Road is a designated b-double route, and road trains are permitted between the Yelarbon end (chainage 54.5km) to approximately 21km west of the Texas end of the road). This appears to be to provide road train access to the Whyalla Feedlot at chainage 20.74km.

- Within the road section including the proposed site (west of the Whyalla Feedlot), based on data from site 51254, the total heavy vehicle percentage is 28.38%, with a significant proportion of total vehicles being b-doubles (5.92%) and road trains (19.08%).

- The road has several floodways, and a narrow bi-directional bridge at chainage 54km.

- The road has no posted speed and given the rural environment is assumed to have a speed limit of 100kph.

- The road pavement in the vicinity of and west of the site, appears to be in good condition, with little edge wear, considering the 7-8m seal width and current heavy vehicle traffic mix, . The current pavement width, marked with centre line-marking, appears to be sufficient for the existing low volumes.

- East of the site, the sealed pavement width is generally 6m wide with a centreline. Note: minimum of 7m is commonly required for a b-double or road train route, though low volume situations of 6m may be allowed.

- QTrip has no works scheduled currently for the Texas Yelarbon Road.


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- There are no crashes recorded along the 5.7km frontage of the site. In general, crashes on the Texas-Yelarbon Road between 2002 and 2014 were single vehicle crashes.

Figure 2-3: Texas Yelarbon Road along the frontage to the site

Figure 2-4: 6m wide ‘Narrow bridge’ (signed) at Td54km

2.2.3 Cunningham Highway

The Cunningham Highway is a state government controlled highway with the following characteristics:

- Generally a 9m wide sealed pavement including 1.5m wide sealed shoulders, centre lines and edgelines.

- QTrip has no works scheduled currently for the Cunningham Highway, in this location.

- The Cunningham Highway is a b-double and road train route.


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- DTMR permanent count site data at site 50008 6km east of Yelarbon (just west of the intersection with Texas Yelarbon Road, recorded an AADT of 1,461vpd in 2015, a significant reduction on the 1958 vehicles was recorded in 2013, and similar to the 2012 volumes of 1407vpd. This is a similar growth pattern as exhibited on the Texas-Yelarbon Road. The Texas Yelarbon Road is not included in the TMR report ‘Traffic Growth Projections for Surat Basin 2011’.

- Long term, a growth rate of 4% linear has been adopted for this road, resulting in design horizon volumes of 3,133vpd at 2028. These remain within the capacity of the existing 9m sealed pavement width.

2.2.4 Texas-Yelarbon Road/Cunningham Highway intersection The Texas-Yelarbon Road/Cunningham Highway intersection is a sign controlled t-intersection with the following characteristics:

- Give-way sign control, with a hazard board opposite the minor road (Texas-Yelarbon Road) approach.

- 100kph posted speed limit on the Cunningham Highway. No posted speed limit on the Texas-Yelarbon Road approach to the intersection.

- The intersection is not lit. - There is a culvert under the Cunningham Highway on the eastern side of the

intersection. - Visibility exceeds 300m in either direction at the intersection, which is a level,

straight section on the Cunningham Highway meeting Austroads requirements. - Kerb and channel on the south-western corner of the intersection. - There is a bus stop on Texas Yelarbon Road within 100m of the intersection, on the

western side of the road. The bus stop is signed, and has a sealed pavement widening.

- The intersection has a basic left turn treatment (BAL). - There is a short channelised right turn treatment (CHR(s)), which has a 50m turn

lane (including 20m taper), and 90m of chevronned island (110m of chevron including the section within the length of the taper). The lateral movement length is consistent with 110kph design speed, however the diverge length and storage length are slightly deficient at less than 106m (to cater for deceleration of 70m and storage of a type 1 road train).

- Intersection count data was not available for this intersection, however based on comparison of count data at permanent count sites on the Cunningham Highway east and west of the intersection in 2012, it appears that the majority of traffic turns left-out/right-in at the intersection, with 78vpd more on the Cunningham Highway west of intersection. As the Texas-Yelarbon Road had only 131vpd in 2012, assuming all 131vpd also travelled on the Cunningham Highway due to limited attractors in this section, it is likely that 53vpd travelled to/from the east (~40%), and 78vpd travelled to/from the west (~60%). Assuming 10% volumes in the road peak hour, these volumes do not warrant the need for a higher standard turn


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treatment than a basic right turn treatment (BAR) through to the design horizon of 2028.

- It is noted there is no defined AM peak, with the road peaks at around midday and in the afternoon, with the most prominent peak at 2-3PM on a Thursday afternoon.

Figure 2-5: Volumes anticipated at intersection in 2018 and 2028 under background traffic conditions in the PM

road peak 2-3pm

114 T4 R

L R T 1124 5 L 5

152 T5 R

L R T 1505 7 L 7

Cunningham Hwy

Texa

s-Ye

larb

on R

oad

2018

2028

Texa

s-Ye

larb

on R

oad

Cunningham Hwy


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Figure 2-6: Intersection viewed from the southern approach on Texas-Yelarbon Road

Figure 2-3: Intersection viewed from the western approach on the Cunningham Highway


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3 TRAFFIC GENERATION AND DISTRIBUTION To establish the impact of the development on the adjacent road network and assess the need for improvements to accommodate traffic generated based on the commencement of a 55,000 SPU piggery, traffic generation and trip distribution to the proposed development have been determined. The proposed development will be a 55,000 SPU Farrow to Finish facility. In a Farrow to Finish facility, weaners are not brought to site as parent animals are housed on-site. Traffic generation for the proposed development has been determined based on advice from FSA on the operational characteristics of the development:

- Light vehicles:

o 36 staff are expected, including 3 maintenance staff. o Work hours for the staff are 4am to 6pm, however it is assumed that this will vary

with daylight hours throughout the year, with a slightly later start in winter. o Staff distribution:

There are several residential dwellings within the property extents, and it is assumed that 5 staff will live on-site in these dwellings.

It is assumed that 5 staff will travel to site to/from the east on Texas-Yelarbon, living in or around Texas.

The remainder are assumed to travel along Texas-Yelarbon Road to/from the west (26 staff) in the direction of Goondiwindi.

o It is expected that visitors to the site will be minimal, estimated to be less than 1 per day. It is assumed that visitors travel to/from the west on Texas-Yelarbon Road (in the direction of the Cunningham Highway), and generally are heading to/from the east (Toowoomba or Brisbane direction) using this route.

o Due to the site’s distance from a residential community, it is assumed that there will be some carpooling, with 20% of staff assumed to car pool.

o Therefore, in the development peak hour it is expected that the development will generate 26vph total, including 21vph to/from the west on Texas-Yelarbon Road, and 5vph to/from the east on Texas-Yelarbon Road.

o Daily volumes 53vpd. o It is assumed that the development will operate 7 days a week.

- Heavy vehicles: o Table 2-1 details anticipated truck volumes generated by the site, with data provided

by Cefn. o The following assumptions were applied by Cefn (refer to Attachment C for

additional data). Bacon pigs to 100kg live weight loaded at 230 head/triple deck semi-trailer. Bacon pigs to 110kg live weight loaded to 220 head/triple deck semi-trailer. Cull sows/boars loaded to 120 head/triple deck semi-trailer.


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o As detailed in Table 3-1, there are expected to be 1,062 stock-related tripled-deck semi-trailer movements per year, 531 loaded movements and 531 unloaded movements.

o Transport of feed: As detailed in Table 3-1, there are expected to be 2,558 feed-related semi-

trailer movements per year, 1,279 loaded movements and 1,279 unloaded movements.

Derivation of these numbers by Cefn is included in Appendix C. o Manure will generally be retained for use on-site. o Distribution of heavy vehicles:

It is expected that all heavy vehicle movements are to and from the east (the direction of Toowoomba and Brisbane) via Texas-Yelarbon Road (travelling west of the site to reach the highway) and the Cunningham Highway.

Descriptor Average pigs

moved per week

Semi-trailer movements per week

Annual pig movements

Semi-trailer movements per year

Average daily semi-trailer movements (bi-directional)

Weaners transported in at 6kg

0 Weaners 0 per week 0 Weaners 0 trucks per annum

Bacon moved out at 110kg

2,028 Pigs 9.22 per week 105,456 Pigs 479 trucks per annum

Cull sows and boars

46 Pigs 1 per week 2,392 Pigs 52 trucks per annum

Total loaded stock movements

10.22 per week

531 per annum 1.7 loaded per day

Total loaded and unloaded stock movements

21 per week 1,062 per annum

3.4 total per day

Total loaded feed movements

24.59 per week

1,279 per annum

4.1 loaded per day

Total loaded and unloaded feed movements

49.18 per week

2,558 per annum

8.2 total per day

Total loaded and unloaded semi-trailer movements

69.62 per week

3,620 per annum

11.6 total per day

Table 3-1: Proposed 55,000 SPU Traditional Farrow to Finish Facility (5,000 sows) In summary, the following traffic volumes have been attributed to the proposed piggery:

- Daily volumes: o Total: 65 vpd, including:

11.6vpd heavy vehicles: • 3.4vpd stock movement (loaded and unloaded) on triple deck semi-

trailers • 8.2vpd raw materials for feed (loaded and unloaded) on semi-trailers

53vpd light vehicles


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o Texas-Yelarbon Road:

East of primary site access: 10vpd (light vehicles) West of primary site access: 54.6vpd, including 11.6vpd heavy vehicles and

43vpd light vehicles. o Cunningham Highway:

East of Texas-Yelarbon Road: 12.6vpd, including 11.6vpd heavy vehicles and 1vpd light vehicles

West of Texas-Yelarbon Road: 42vpd, including 0vpd heavy vehicles and 42vpd light vehicles.

- Peak hour volumes. o The peak hours of the development are assumed to be 3-4am and 6-7pm, with the

AM development peak moving to 4-5am in the winter months. o Total: 28vph, including:

2vph heavy vehicles 26vph light vehicles (5vph east of the site on Texas Yelarbon Road, 21vph

west of the site) o Cunningham Highway/Texas-Yelarbon Road intersection peak hour volumes. These

volumes are the AM peak hour traffic (3-4am), which are reversed in the PM peak: Left out on to Cunningham Highway: 0vph. Right out on to Cunningham Highway: 1vph, including 0vph light vehicles

and 1vph heavy vehicles (triple deck semi-trailer). Left in to Texas-Yelarbon Road from the highway: 1vph, including 0vph light

vehicles and 1vph heavy vehicles (triple deck semi-trailer). Right in to Texas-Yelarbon Road from the highway: 21vph, including 21vph

light vehicles and 0vph heavy vehicles (triple deck semi-trailer). Total vehicles added to intersection in peak hour: 23vph.


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4 TRAFFIC IMPACTS

4.1 Texas-Yelarbon Road The development will add approximately 10vpd to Texas-Yelarbon Road to the east of the site, and 43vpd to the west of the site, increasing traffic on Texas-Yelarbon Road at the design horizon (2028) from 211vpd to 221vpd east of the site, and 254vpd to the west of the site. To the west of the site, where Texas-Yelarbon Road is currently generally 7-8m wide, and a b-double and road train route, the total volumes will remain within the capacity of the existing pavement. To the east of the site, the addition of 10vpd light vehicle traffic is not significant, and does not trigger an upgrade to cater for the total of 221vpd on this section in 2028. It is noted however that as the road is a b-double and road train route it may be considered appropriate to be a minimum of 7m wide. Therefore, the addition of development traffic will not trigger the warrant for upgrades to Texas-Yelarbon Road.

4.2 Cunningham Highway The development will add 13vpd (11.6vpd semi-trailers and 1 light vehicle) to the Cunningham Highway to the east of the intersection with Texas-Yelarbon Road, and 42vpd (all light vehicles) to the highway to the west of the intersection. These volumes will increase traffic on the Cunningham Highway in this section from 3,133vpd to 3,146vpd to the east of the intersection, and to 3,175vpd to the west of the intersection. This is less than a 5% increase above the background traffic volumes and does not warrant further consideration, however it is noted that the existing sealed pavement width is sufficient for the anticipated volumes and composition.

4.3 Texas-Yelarbon Road/Cunningham Highway intersection Hourly volume data was obtained from TMR for site 50008 on the Cunningham Highway just west of the intersection with Texas-Yelarbon Road (refer to Appendix B for TMR count data). The 2015 data indicates that the Cunningham Highway experiences its peak period between 1 and 3pm (7-10 % of the daily volumes depending on the day), with only approximately 1% of AADT corresponding with the AM peak hour of the development from 3-4am, (staff are expected to arrive by 4am). As an appropriate comparison, by 5-6am the peak generated traffic volumes are still only 2% of AADT. This is very similar to Texas-Yelarbon Road, which also has 1% of AADT at 3-4am, and 2% at 5-6am. AM and PM peak hour volumes at the intersection with the addition of development traffic are summarised in figure 4-1.


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The intersection was analysed as follows: - AM Peak:

o For the Cunningham Highway and Texas-Yelarbon Road, 2% of AADT was adopted for the AM development peak hour as a conservative analysis relative to the 1% expected during the development peak. Adopting 2%, the volumes at the design horizon will warrant only a basic right turn treatment (BAR) and basic left turn treatment (BAL). Conservatively adopting 2% of AADT for both roads, the warrant for a CHR(s) will not be triggered by the development traffic volumes. A sensitivity analysis was undertaken, and determined that the peak period would need to be closer to 10am, when Cunningham Highway hourly volumes are approximately 6% of AADT in order for the development volumes to trigger the need for a CHR(s) within the design horizon.

- PM Peak: o In the PM peak hour, the development will not add to the right turn movement into

Texas-Yelarbon Road, and will add only 1vph to the left turn into Texas-Yelarbon Road. The PM hourly volumes will not warrant an upgrade to the existing turn treatments.

- Road Peak: o In the road peak, the development will not add volumes to the right turn

movement into Texas-Yelarbon Road, and will only add minimal movements to the left turn into Texas-Yelarbon Road, which will not warrant an upgrade to a higher standard turn treatment, with only a BAR and BAL warranted to 2028.

The development will therefore not trigger the warrant for upgrades to the Texas-Yelarbon Road/Cunningham Highway intersection.


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Figure 4-1: Total intersection hourly volumes (development traffic plus background traffic volumes)

at 5-6am and 2-3pm

2028 AM - with development31 T22 R

L R T 311 1 L 1

2028 PM - with development114 T

3 RL R T 117

3 5 L 5

Cunningham HwyTe

xas-

Yela

rbon

Roa

d

Cunningham Hwy

Texa

s-Ye

larb

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oad


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5 LAYOUT REVIEW

The site appears to have sufficient space for parking and heavy vehicle manoeuvres, and should be designed in accordance with the Australian Standard AS2890 and the Goondiwindi Regional Council planning scheme requirements for carparks. It is noted that the Australian Standards do not require sealing of carparks. Site Accesses: There are currently 9 accesses within the 5.7km of frontage on Texas-Yelarbon Road, into the 9 lots that are part of the development site. The existing accesses to the site will be retained, and will cater for similar traffic volumes as at present, with primarily residential and light farm movements. At each location there is sufficient visibility for Austroads requirements for 110kph design speed, primarily due to there being no vertical or horizontal curves within the extents of the required visibility. The locations are listed as chainages on Texas-Yelarbon Road (road section 2322, with zero chainage at Texas, and ending at chainage 54.714 at the intersection with the Cunningham Highway):

• Chainage 47.88km on the eastern side (primary development access) • Chainage 46km on the northern side • Chainage 46km on the southern side • Chainage 45.52km on the southern side • Chainage 45.18km on the southern side • Chainage 44.67km on the northern side • Chainage 44.49km on the southern side • Chainage 44km on the southern side • Chainage 43.28km on the southern side.

The existing accesses in to the site from Texas-Yelarbon Road will remain. No upgrades are recommended for all but the primary access (discussed below), as these will only cater for similar traffic to the existing volumes (residential and light farm traffic), and have sufficient visibility. Primary Site Accesses:

The traffic associated with the piggery will use the existing access on to Texas-Yelarbon Road at chainage 47.88. The access has been assessed as follows:

• There is no posted speed nearby on Texas-Yelarbon Road, and therefore given the rural environment the access is within a section with 100kph speed limit.

• The access is within a signed floodway, however there is no significant vertical curve (refer to figures 5-2 and 5-3), concrete floodway, culverts or floodway markers. It is noted that when flooded the road will be cut in multiple locations.

• There is adequate visibility in either direction at the access, with over 300m visibility, which meets Austroads requirements.


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• The existing access caters for farm traffic at present, and is expected to cater for 65vpd with the commencement of the piggery, and 28vph in peak hour (primarily left turns into the site in the AM peak, and right turns out of the site in the PM peak).

• As the access has substantial visibility on a low volume road (less than 100vph in peak hour bi-directional at the design horizon), it is recommended the access be constructed to the TMR standard for a rural access catering for the swept path of a semi-trailer, with a minimum of 10m sealed pavement from the existing sealed edge of Texas-Yelarbon Road to minimize edge wear and the potential for vehicles to track material on to the road.

Figure 5-1: Aerial photography of location of existing primary access to the site at Td47.88km

(Google Earth, 2016)

Existing primary access to site (Ch 47.88km)


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Figure 5-2: Visibility towards the south over 300m at access location (Td 47.88km)

Figure 5-3: Visibility towards the north over 300m at access location (Td 47.88km)

Internal layout It is understood that the internal roads will be unsealed. The development will actively suppress dust for both amenity and the health of the livestock, and intend to maintain the condition of the proposed gravel pavement to a high standard, undertaking re-sheeting or grading as required. With the anticipated traffic (65vpd), which will be primarily light vehicles (53vpd), it is not considered necessary to seal the internal road network.


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6 CONCLUSIONS AND RECOMMENDATIONS

The traffic impact assessment has shown that there are no traffic engineering reasons why the proposed development should not be approved. The following are recommendations for works to surrounding roads and intersections that are warranted within the design horizon of the development. Traffic Impact Assessment:

• Texas-Yelarbon Road:

o The existing road geometry is adequate for the increase in traffic associated with the development, with no upgrades warranted.

• Cunningham Highway: o The existing road geometry is adequate for the increase in traffic associated

with the development, with no upgrades warranted. • Texas-Yelarbon Road/Cunningham Highway intersection:

o The development is not expected to add to the right turn into Texas-Yelarbon Road outside of the development peak. The volumes at the intersection will warrant only a basic right turn treatment (BAR) and basic left turn treatment (BAL) to the design horizon (2028).

o The development will not trigger the need for upgrades to the intersection. Site Layout and Access

• The site appears to have sufficient space for parking and heavy vehicle manoeuvres.

• It is recommended that internal parking and roads be designed in accordance with AS2890 and the Goondiwindi Regional Council planning scheme requirements for carparks. It is noted that the Australian Standards do not require sealing of car parks.

• It is recommended that the primary access to the site at chainage 47.88km on the northern side of Texas-Yelarbon Road be constructed to TMR standards for a rural access catering for the swept path of a semi-trailer, with a minimum of 10m sealed pavement from the existing sealed edge of Texas-Yelarbon Road to minimise edge wear and the potential for vehicles to track material onto the state government controlled road.

• The “other” existing accesses on to Texas-Yelarbon Road will remain. No upgrades are recommended for all but the primary access, as these will only cater for similar traffic to the existing volumes (residential and light farm traffic), and have sufficient visibility.


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APPENDIX A SITE LAYOUT PLANS

a

HOLES

PRIMER COAT 60 - 175µm DFT D

15/04/16

15/04/1617-06-16LAYOUT CHANGED D

Z.H.

A.D. A.D.

A3FINISH REQUIRED:

www.stockyardindustries.com

DO NOT SCALE

DWG NO.

TITLE:

REV.

DATE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

SIZE

DATE:

SHEET 1 OF 3SCALE: 1:1

Email: [email protected]

NOTES:

OTHERWISE SPECIFIEDALL DIMENSIONS IN mm UNLESS

PHONE:(07)46 973 344FAX: (07)46 973 532

TOP COAT 60 - 75µm DFT

SHARP EDGES AND DEBUR ALL

Clifton, QLD54 King StreetHEAD OFFICE

4361

WITH AS1665 U.N.O.

REV BY DATEDESCRIPTION

ALUMINIUM WELDS TO COMPLY AS1554.1 CATEGORY G.P. U.N.O.STEEL WELDS TO COMPLY WITH

UNLESS SPECIFIED REMOVE ALL TOLERANCES UNLESS OTHERWISE SPECIFIEDFABRICATION MACHININGDIM. +/- 1 DIM. +/- 0.05ANGULAR +/- 1° ANGULAR +/- 0.05°HOLE CTRS. +/- 0.5 FINISH 6.4 µmBLAST GRADE MIN. SA2.5

WYEMO PIGGERY

LAYOUT

FARROWING SHEDS

170M x 23MESTIMATED

300M x 130M

WEANER SHEDS

300M X 32M

FINISHER SHEDS

ELECTRICAL

37M x 20M

INFASTRUCTURE

70M x 21M

POSITIONS

EFFLUENT PIT

ESTIMATED

83M x 18M

DRY SOW SHEDS

WATER TANKS

COMPOST PAD

CAR PARK

GENERATOR AND

ESTIMATED

EFFLUENT DAM

BREEDING

75M x 18M


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APPENDIX B TRC AND DTMR TRAFFIC COUNT DATA

TARSTraffic Analysis and Reporting System

AADT Segment Analysis Report (Complete)Road Section 17D - CUNNINGHAM HIGHWAY (INGLEWOOD-GOONDIWINDI)

Traffic Year 201515-Jul-2016 14:48

Road Segments Summary - All Vehicles

Segment Segment AADT VKT (Millions) DataRegion Start Tdist End Tdist Site Site Tdist Description G A B G A B Year Page

402 0.000 km 1.000 km 55420 0.560 km Approx 100m West of Lloyd St 990 801 1,791 0.36135 0.29236 0.65372 2015 2

402 1.000 km 3.960 km 50773 2.490 km Approx 2.5km west of Inglewood 778 813 1,591 0.84055 0.87837 1.71892 2015 3

402 3.960 km 40.240 km 50008 35.350 km 5km east of Yelarbon 714 747 1,461 9.45493 9.89192 19.34685 2015 4

402 40.240 km 85.630 km 50023 59.970 km Approx 700m West of Wyaga Rd 716 759 1,475 11.86222 12.57462 24.43684 2015 5

402 85.630 km 87.950 km 50091 87.250 km 1km Nth of Boundary Rd 1,179 1,232 2,411 0.99838 1.04326 2.04163 2015 6

402 87.950 km 90.140 km 50574 88.710 km 1.5km North of Goondiwindi Roundabout 1,548 1,755 3,303 1.23739 1.40286 2.64025 2015 7

402 90.140 km 90.870 km 50027 90.800 km North End of McIntyre Bridge (Piezo) 1,444 1,515 2,959 0.38475 0.40367 0.78843 2015 8

Totals 25.13958 26.48706 51.62664

Road Segments Summary - Heavy Vehicles onlyVKT totals are calculated only if traffic class data is available for all sites.

HV AADT

Segment Segment G A B HV VKT (Millions) Data

Region Start Tdist End Tdist Site Site Tdist Description AADT HV % AADT HV % AADT HV % G A B Year Page

402 0.000 km 1.000 km 55420 0.560 km Approx 100m West of Lloyd St 290 29.29% 124 15.48% 414 23.12% 0.10585 0.04526 0.15111 2015 2

402 1.000 km 3.960 km 50773 2.490 km Approx 2.5km west of Inglewood 286 36.76% 359 44.16% 645 40.54% 0.30899 0.38786 0.69686 2015 3

402 3.960 km 40.240 km 50008 35.350 km 5km east of Yelarbon 285 39.92% 335 44.85% 620 42.44% 3.77403 4.43614 8.21016 2015 4

402 40.240 km 85.630 km 50023 59.970 km Approx 700m West of Wyaga Rd 342 47.77% 382 50.33% 724 49.08% 5.66603 6.32873 11.99476 2015 5

402 85.630 km 87.950 km 50091 87.250 km 1km Nth of Boundary Rd 413 35.03% 418 33.93% 831 34.47% 0.34973 0.35396 0.70369 2015 6

402 87.950 km 90.140 km 50574 88.710 km 1.5km North of Goondiwindi Roundabout 612 39.53% 714 40.68% 1,326 40.15% 0.48920 0.57074 1.05994 2015 7

402 90.140 km 90.870 km 50027 90.800 km North End of McIntyre Bridge (Piezo) 611 42.31% 672 44.36% 1,283 43.36% 0.16280 0.17905 0.34186 2015 8

Totals 10.85664 12.30174 23.15838

Page 1 of 8 (1 of 9)


AADT Segment Analysis Report (Complete)Area 402 - Darling Downs District Road Section 17D - CUNNINGHAM HIGHWAY (INGLEWOOD-GOONDIWINDI)

Traffic Year 2015 - Data Collection Year 201515-Jul-2016 14:48

35.35 km

Site 50008. Point 250000013. Site No.50008 Approx 5km East of Yelarbon.

The width of each Road Segment is proportional to its AADT.

3.96 km

Start Point 250001003. CunninghamH’way W @ Bybera Rd.

40.24 km

End Point 250000015. CunninghamHwy to Warwick @ Wondalli St.

All Vehicles (00)

G 714 100%

A 747 100%

B 1,461 100%

Light Vehicles (0A)

G 429 60.08%

A 412 55.15%

B 841 57.56%

Heavy Vehicles (0B)

G 285 39.92%

A 335 44.85%

B 620 42.44%

Short Vehicles (1A)

G 429 60.08%

A 412 55.15%

B 841 57.56%

Trucks and Buses (1B)

G 37 5.18%

A 45 6.02%

B 82 5.61%

Articulated Vehicles (1C)

G 61 8.54%

A 72 9.64%

B 133 9.10%

Road Trains (1D)

G 187 26.19%

A 218 29.18%

B 405 27.72%

Short 2-AxleVehicles (2A)

G 369 51.68%

A 356 47.66%

B 725 49.62%

Short VehiclesTowing (2B)

G 60 8.40%

A 56 7.50%

B 116 7.94%

2-Axle Trucksand Buses (2C)

G 29 4.06%

A 38 5.09%

B 67 4.59%

3-Axle Trucksand Buses (2D)

G 7 0.98%

A 6 0.80%

B 13 0.89%

4-AxleTrucks (2E)

G 1 0.14%

A 1 0.13%

B 2 0.14%

3-AxleArticulated (2F)

G 3 0.42%

A 4 0.54%

B 7 0.48%

4-AxleArticulated (2G)

G 6 0.84%

A 9 1.20%

B 15 1.03%

5-AxleArticulated (2H)

G 7 0.98%

A 6 0.80%

B 13 0.89%

6-AxleArticulated (2I)

G 45 6.30%

A 53 7.10%

B 98 6.71%

B Double (2J)

G 165 23.11%

A 194 25.97%

B 359 24.57%

Double RoadTrains (2K)

G 22 3.08%

A 24 3.21%

B 46 3.15%

Triple RoadTrains (2L)

G 0 0%

A 0 0%

B 0 0%

This report shows Annual Average Daily Trafficvalues (AADTs). Because the AADT values areconverted to whole numbers, there will beoccasional inaccuracies due to rounding.These inaccuracies are statistically insignificant.



AADT Segment Analysis Report (Complete)Road Section 2322 - TEXAS - YELARBON ROAD

Traffic Year 201515-Jul-2016 14:51

Road Segments Summary - All Vehicles

Segment Segment AADT VKT (Millions) DataRegion Start Tdist End Tdist Site Site Tdist Description G A B G A B Year Page

402 0.000 km 20.740 km 50267 4.770 km 5km West of Ingleood -Texas Rd 142 154 296 1.07495 1.16580 2.24075 2015 2

402 20.740 km 54.710 km 51254 48.090 km 6km South of Cunningham Highway 75 77 152 0.92993 0.95473 1.88466 2015 3

Totals 2.00488 2.12052 4.12541

Road Segments Summary - Heavy Vehicles onlyVKT totals are calculated only if traffic class data is available for all sites.

HV AADT

Segment Segment G A B HV VKT (Millions) Data

Region Start Tdist End Tdist Site Site Tdist Description AADT HV % AADT HV % AADT HV % G A B Year Page

402 0.000 km 20.740 km 50267 4.770 km 5km West of Ingleood -Texas Rd 40 28.17% 44 28.57% 84 28.38% 0.30280 0.33308 0.63589 2015 2

402 20.740 km 54.710 km 51254 48.090 km 6km South of Cunningham Highway 27 36.00% 32 41.56% 59 38.82% 0.33477 0.39677 0.73154 2015 3

Totals 0.63758 0.72985 1.36743



AADT Segment Analysis Report (Complete)Area 402 - Darling Downs District Road Section 2322 - TEXAS - YELARBON ROAD


4.77 km

Site 50267. Point 250000212. Cov Site 50267- 5km West of Inglewood Texas Rd Intersection.


0.00 km

Start Point 250000205. Texas-Yelarbon Rd to Yel.@ Ing’wd-Tex.Rd.

20.74 km

End Point 250000213.Entrance Whyalla Feedlot.

All Vehicles (00)

G 142 100%

A 154 100%

B 296 100%

Light Vehicles (0A)

G 101 71.13%

A 109 70.78%

B 210 70.95%

Heavy Vehicles (0B)

G 40 28.17%

A 44 28.57%

B 84 28.38%

Short Vehicles (1A)

G 101 71.13%

A 109 70.78%

B 210 70.95%


G 15 10.56%

A 14 9.09%

B 29 9.80%


G 20 14.08%

A 22 14.29%

B 42 14.19%

Road Trains (1D)

G 5 3.52%

A 8 5.19%

B 13 4.39%


G 93 65.49%

A 102 66.23%

B 195 65.88%


G 8 5.63%

A 7 4.55%

B 15 5.07%


G 11 7.75%

A 8 5.19%

B 19 6.42%


G 4 2.82%

A 6 3.90%

B 10 3.38%

4-AxleTrucks (2E)

G 0 0%

A 0 0%

B 0 0%


G 0 0%

A 0 0%

B 0 0%


G 1 0.70%

A 1 0.65%

B 2 0.68%


G 0 0%

A 0 0%

B 0 0%


G 19 13.38%

A 21 13.64%

B 40 13.51%

B Double (2J)

G 5 3.52%

A 8 5.19%

B 13 4.39%


G 0 0%

A 0 0%

B 0 0%


G 0 0%

A 0 0%

B 0 0%




AADT Segment Analysis Report (Complete)Area 402 - Darling Downs District Road Section 2322 - TEXAS - YELARBON ROAD


48.09 km

Site 51254. Point 250000603. CoverageSite - 6km South of Cunningham Highway.


20.74 km

Start Point 250000213.Entrance Whyalla Feedlot.

54.71 km

End Point 250000202. Texas-Yelarb.Rd @ C’ham Hwy.

All Vehicles (00)

G 75 100%

A 77 100%

B 152 100%

Light Vehicles (0A)

G 46 61.33%

A 45 58.44%

B 91 59.87%

Heavy Vehicles (0B)

G 27 36.00%

A 32 41.56%

B 59 38.82%

Short Vehicles (1A)

G 46 61.33%

A 45 58.44%

B 91 59.87%


G 7 9.33%

A 9 11.69%

B 16 10.53%


G 2 2.67%

A 3 3.90%

B 5 3.29%

Road Trains (1D)

G 18 24.00%

A 20 25.97%

B 38 25.00%


G 40 53.33%

A 40 51.95%

B 80 52.63%


G 6 8.00%

A 5 6.49%

B 11 7.24%


G 6 8.00%

A 8 10.39%

B 14 9.21%


G 1 1.33%

A 1 1.30%

B 2 1.32%

4-AxleTrucks (2E)

G 0 0%

A 0 0%

B 0 0%


G 0 0.00%

A 1 1.30%

B 1 0.66%


G 0 0%

A 0 0%

B 0 0%


G 1 1.33%

A 1 1.30%

B 2 1.32%


G 1 1.33%

A 1 1.30%

B 2 1.32%

B Double (2J)

G 4 5.33%

A 5 6.49%

B 9 5.92%


G 14 18.67%

A 15 19.48%

B 29 19.08%


G 0 0%

A 0 0%

B 0 0%




AADT Segment ReportArea 402 - Darling Downs District Road Section 17D - CUNNINGHAM HIGHWAY (INGLEWOOD-GOONDIWINDI)

Road Segment from 3.960km to 40.240km Segment Site 50008 Traffic Year 2015 Data Collection Year 201511-May-2016 12:58

Brisbane

Bundaberg

Chinchilla

Dalby

Gatton

Goondiwindi

Gympie

Hervey Bay

Stanthorpe

Warwick

Abercorn

Ban Ban Springs

BeerburrumBlackbutt

Booyal

Broadbeach

Cecil Plains

Cracow

Dulacca

Durong South

Meandarra

Millwood

Moonie

Texas

Theodore

Wandoan

Billa Billa

Goondiwindi

Aubigny

Brookstead

Cecil Plains

Glenlyon

Inglewood

Karara

LeyburnMillwood

Moonie

Pikedale

Billa Billa

Inglestone

Wyaga

Bethcar

Gibinbell

Whetstone

Yelarbon

Wyaga

Kurumbul

Cunningham Highway Cunningham Highway

Cunningham Highway

Cunningham Highway

Cunningham Highway

Cunningham Highway


Cunningham Highway

Cunningham Highway

Cunnin

gham

High

way

Cunningham Highway

Cunningham Highway

Gore Highway

Gore Highway

Gore Highway

Gore Highway

Gore

Highway

Gor

e Hig

hway

Gor

e H

ighw

ay

Gore H

ighway

Gore Highway

Gore Highway

Gore Highway

50008

Copyright The State of Queensland 2009.Copyright Pitney Bowes Softare Pty Ltd 2009 Based on [Dataset - State Digital Road Network (SDRN)] providedwith the permission of Pitney Bowes Softare Pty Ltd (current as of 12/08) and other state government datasets.

-28.366760

-28.640961

151.

0708

91

150.

7224

59


TARSTraffic Analysis and Reporting SystemAnnual Volume Report

11-May-2016 12:58

Area 402 - Darling Downs District

Road Section 17D - CUNNINGHAM HIGHWAY (INGLEWOOD-GOONDIWINDI)

Site 50008 - 5km east of Yelarbon

Thru Dist 35.35

Type C - Coverage

Stream TB - Bi-directional traffic flow

Year 2015

AADT 1,461

Avg Week Day 1,607

Avg Weekend Day 1,198

Growth last Year 2.74%

Growth last 5 Yrs 1.29%


1986

1987

1988

1989

1990

1991

1992

1993

1994

1995

1996

1997

1998

1999

2000

2001

2002

2003

2004

2005

2006

2007

2008

2009

2010

2011

2012

2013

2014

2015

0

200

400

600

800

1,000

1,200

1,400

1,600

1,800

2,000

AA

DT

0

200

400

600

800

1,000

1,200

1,400

1,600

1,800

2,000

AA

DT

AADT History

1-Year 1-Year5-Year 5-Year10-Year 10-YearYear YearAADT AADTGrowth GrowthGrowth GrowthGrowth Growth

2015 1,461 2.74% 1.29% 1.65%

2014 1,422 -27.37% 1.50% 1.51%

2013 1,958 39.16% 12.39% 6.21%

2012 1,407 9.32% 3.01% 1.32%

2011 1,287 0.23% 0.53% -0.04%

2010 1,284 -1.98% 0.28% -0.25%

2009 1,310 7.73% 1.08% -0.19%

2008 1,216 -3.34% -1.69% -1.38%

2007 1,258 -1.02% -0.81% -1.10%

2006 1,271 -1.70% -0.73% -0.94%

2005 1,293 4.61% -0.77% -0.62%

2004 1,236 -9.25% -2.60% -0.81%

2003 1,362 5.75% -0.14% 1.15%

2002 1,288 -2.28% -2.09% 0.85%

2001 1,318 -4.08% -1.12% 1.27%

2000 1,374 -2.41% 0.54% 1.90%

1999 1,408 2.55% 2.99% 1.43%

1998 1,373 -3.31% 4.20% 0.70%

1997 1,420 7.17% 6.61% 1.28%

1996 1,325 1.84% 4.15% 0.08%

1995 1,301 15.44% 2.89% -0.36%

1994 1,127 5.92% -4.60% -2.39%

1993 1,064 -0.28% -7.46% -3.32%

1992 1,067 -13.25% -6.80% -3.55%

1991 1,230 -1.60% -3.13% -1.71%

1990 1,250 -26.81% -2.47% -1.38%

1989 1,708 16.75% 7.20%

1988 1,463 18.17% 2.61% 1.53%

1987 1,238 -9.44% -2.90% -1.32%

1986 1,367 0.51% -0.76% 0.15%

01-0

203

-04

05-0

607

-08

09-1

011

-12

13-1

415

-16

17-1

819

-20

21-2

223

-00

01-0

203

-04

05-0

607

-08

09-1

011

-12

13-1

415

-16

17-1

819

-20

21-2

223

-00

01-0

203

-04

05-0

607

-08

09-1

011

-12

13-1

415

-16

17-1

819

-20

21-2

223

-00

01-0

203

-04

05-0

607

-08

09-1

011

-12

13-1

415

-16

17-1

819

-20

21-2

223

-00

01-0

203

-04

05-0

607

-08

09-1

011

-12

13-1

415

-16

17-1

819

-20

21-2

223

-00

01-0

203

-04

05-0

607

-08

09-1

011

-12

13-1

415

-16

17-1

819

-20

21-2

223

-00

01-0

203

-04

05-0

607

-08

09-1

011

-12

13-1

415

-16

17-1

819

-20

21-2

223

-00

Monday Tuesday Wednesday Thursday Friday Saturday Sunday

Hours of the Week

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

% A

AD

T

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

% A

AD

T

Hourly Averages



AADT Segment ReportArea 402 - Darling Downs District Road Section 2322 - TEXAS - YELARBON ROAD

Road Segment from 20.740km to 54.710km Segment Site 51254 Traffic Year 2015 Data Collection Year 201511-May-2016 13:40

Brisbane

Bundaberg

Chinchilla

Dalby

Gatton

Goondiwindi

Gympie

Hervey Bay

Stanthorpe

Warwick

Abercorn

Ban Ban Springs

BeerburrumBlackbutt

Booyal

Broadbeach

Cecil Plains

Cracow

Dulacca

Durong South

Meandarra

Millwood

Moonie

Texas

Theodore

Wandoan

Billa Billa

Goondiwindi

Aubigny

Brookstead

Cecil Plains

Glenlyon

Inglewood

Karara

LeyburnMillwood

Moonie

Pikedale

Billa Billa

Inglestone

Wyaga Beebo

Bethcar

Gibinbell

Smithlea

Whetstone

Yelarbon

Kurumbul

Cunningham HighwayCunningham Highway

Cunningham Highway

Cunningham Highway

Cunningham Highway

Cunningham Highway


Cunningham Highway

Cunningham Highway

Cunningham Highway

Cunningham Highway

Cunnin

gham

High

way

Cunningham Highway

Cunningham Highway

Cunningham Highway

Cunningham Highway

51254


-28.559836

-28.771253

151.

0452

30

150.

7765

78



Annual Volume ReportArea 402 - Darling Downs District Road Section 2322 - TEXAS - YELARBON ROAD

Site 51254 - 6km South of Cunningham Highway TDist 48.090km Speed Limit 10011-May-2016 13:40

Goondiwindi

Beebo

Bethcar

Bringalily

Gibinbell

Limevale

Raleigh

Billa Billa Wyaga

Tex

as Y

elar

bon

Roa

d

Texas Y

elarbon Road

51254


-28.629698

-28.642763

150.

8125

00

150.

7958

98


TARSTraffic Analysis and Reporting SystemAnnual Volume Report

11-May-2016 13:40

Area 402 - Darling Downs District

Road Section 2322 - TEXAS - YELARBON ROAD

Site 51254 - 6km South of Cunningham Highway

Thru Dist 48.09

Type C - Coverage

Stream TB - Bi-directional traffic flow

Year 2015

AADT 152

Avg Week Day 156

Avg Weekend Day 120

Growth last Year



1986

1987

1988

1989

1990

1991

1992

1993

1994

1995

1996

1997

1998

1999

2000

2001

2002

2003

2004

2005

2006

2007

2008

2009

2010

2011

2012

2013

2014

2015

0

20

40

60

80

100

120

140

160

180

200

AA

DT

0

20

40

60

80

100

120

140

160

180

200

AA

DT

AADT History

1-Year 1-Year5-Year 5-Year10-Year 10-YearYear YearAADT AADTGrowth GrowthGrowth GrowthGrowth Growth

2015 152 3.10% 1.14%

2014

2013 155 4.28%

2012

2011 131 1.55% -1.17%

2010 129 -3.01% -3.04%

2009 133 0.00% -1.79% 0.01%

2008 133 8.13% 0.30%

2007 123 -20.65% -4.65%

2006 155 -1.90% 5.31%

2005 158 18.80%

2004 133 2.30%

2003

2002 147

2001

2000

1999 112 -11.11%

1998 126

1997

1996 72 -9.41%

1995

1994

1993

1992

1991 118

1990

1989

1988

1987

1986

01-0

203

-04

05-0

607

-08

09-1

011

-12

13-1

415

-16

17-1

819

-20

21-2

223

-00

01-0

203

-04

05-0

607

-08

09-1

011

-12

13-1

415

-16

17-1

819

-20

21-2

223

-00

01-0

203

-04

05-0

607

-08

09-1

011

-12

13-1

415

-16

17-1

819

-20

21-2

223

-00

01-0

203

-04

05-0

607

-08

09-1

011

-12

13-1

415

-16

17-1

819

-20

21-2

223

-00

01-0

203

-04

05-0

607

-08

09-1

011

-12

13-1

415

-16

17-1

819

-20

21-2

223

-00

01-0

203

-04

05-0

607

-08

09-1

011

-12

13-1

415

-16

17-1

819

-20

21-2

223

-00

01-0

203

-04

05-0

607

-08

09-1

011

-12

13-1

415

-16

17-1

819

-20

21-2

223

-00

Monday Tuesday Wednesday Thursday Friday Saturday Sunday

Hours of the Week

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.0

% A

AD

T

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.0

% A

AD

T

Hourly Averages



www.hig.com.au

APPENDIX C CEFN DEVELOPMENT DATA


www.hig.com.au

Documents

APPENDIX E TRAFFIC IMPACT ASSESSMENT REPORT piggery... · Versions 2.2, RTA, ... Traffic Impact Assessment Report Piggery, 4397 Texas Yelarbon Road, Yelarbon i . Table of Contents