Skip to the record
The definitive source for everything Noosa Council.

Original source · versioned page text

Meyer Judgment Sealed

of 90

Page text shows just the words. Original shows the document exactly as it was published.

Page text read automatically using OCR, there may be inaccuracies

Very large file (22.3 MB): the original may take a few minutes to open or download. The page text below is quick to read.

Original PDF page 51, section 1. The text section number identifies this passage in the reader.

 

mic PROPOSED RESIDENTIAL DEVELOPMENT

Cectéenic 39 PICTURE POINT CRESCENT, NOOSA HEADS

 

Table of Contents
MOS INTRODUCTION acc sccsecsecessctesucasseracisnsceacodce eosesartiennsteve usvunuocosiherusiiectstst dotsussccstocraursxsrseruucobsatyetsassvaavervaetvevecurnusiantac 1

2.0
3.0
4.0
41
4.2
43
4.4
45
46
47
48

 

SIS: DOSCHPLOD ia ssc crass sex oxeas weave roe rs ov eaensge sn gentateatesTea Stans WOR TARR TED Ren MENTE IO 2
TOPOQrAPhy.......sseccsecssecsessessesseessecsessuecsecssnssssesssessnecsnsssssssesssssnssuessesssssuesssssuvessestasetsstesscsiesassasecstseseeereeeseeesa 4
BeOS iar sre sca ses anig tin Gosia aa GPa Ved RTE dpa hs sD bah ey ER RRP Eee nantes Rg oS 5

Subsurface Conditions.

 

Ground WSTO NS. feaccrcetsices teens aceacseteeanaand aniversse tansedfoh heinceee do aha AEP REEAEA TEAMS Rea 6

5.0 SLOPE STABILITY ASSESSMENT

 

 

 

 

5.1 Existing Conditions

5.2 Stability AsseSSMeNt............ccccscsessssssssesssscsesssecssecassecscsacsassssssscsssesecssesssssuecsaeesseceevecssssusasessinssassusasussuseesones 9
6.0 GEOTECHNICAL RECOMMENDATIONS ............ssssscssscsssssssssesssessseesssesseessneersscssesesssueersutessssessseesusessuessareraeesnueenes 11

6.1 Development Limitations & Stability Discussion .

6.2 Earthworks.....sscccsccssecssessessessessecssessessvesssessussssessuessusesusesnsssesssesussnsaveasscsvsssesssessseeesetssseesecssvesvsseessneeeeteeeeveeess 12

6.2.1 Site Preparation and Trafficability 0.2... cessecssssessesesnssssseseessssesvessessesucsuessessecsnsssssusscsecsiesaceveevsavareees 12

6.2.2 Excavations.

6.2.3 PIN NG ss ccnaasrit eaacisss cranes neecttnecaasacserienesnossarnsapasigordiin aenencacimonas TanEAsh OSA RnR raTATEARIS 13

6.3 Building Foundations

6.3.1 Indicative Site Classification

6.3.2 Footing Design.

6.4 Temporary and Permanent Retention...........cccscsssssssssessessscssssseasesssssecssecsssssessseesssestssssesssecersesesersuseveeseveenes 15

6.5 DIAN AG Cs Face arava scape cnstia rate ray Persad teat ian TAT Ev tvatv bedi vnonen aeainaans anarTREpaeeneneeapaedl 16

7.0 SUMMARY & CONCLUSIONS..

 

B2O'r. UMMITATUONS 5. cvcssecrssres conics csasiacusacanrasnstcoscninensissvtansouenanogsonbhshnsnaceacdihsv gn sst0edbiepourausesavtinsivbeseontatoinvasunvatle 17

 

10 February 2023
Report No. 22511-001-RevO iii

50
Log in to download the original file

Meyer Judgment Sealed.pdf · 22.3 MB (very large file)

The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.