Skip to the record
Trusted by locals. Built for Noosa.

Original source · versioned page text

Attachment 4 - Stormwater Managment Plan

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: it may take a few minutes

The original of this document is very large (17.2 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.

Plans and drawings

This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).

Log in to see the plans as drawn
 

(e]

SQIDEP Evaluation

SPEL Basin, Sippy Downs

 

T Test: Two Paired Samples

 

 

 

 

 

SUMMARY Alpha 0.05 Hyp Mear

Groups Count Mean Std Dev Std Err t of Cohend = Effectr

-0.69897 16 -0.14184 0.391129

-1 16 -0.43745 0.30195
Differenc 16 0.295608 0.291321 0.0728303 4.05886 15 1.014715 0.723479
TTEST
p-value t-crit lower upper sig

One Tail 0.000514 1.75305 yes

Two Tail 0.00103 2.13145 0.14037 0.450842 yes

 

TP transformed - Results

 

 

Box Plot

out

 

o4
06
08
a

“12
14
“16
18
2

 

 

 

 

 

 

 

 

 

 

 

Descriptive Statistics Multiplier [22] Shapiro-Wilk Test

in out in out in out
Mean 1.14914 -1.61072 Min 0.477121 0} W-stat 0.886455 0.921314
Standard 0.075171 0.072421 Q1-Min 0.124939 0.30103 p-value 0.040514 0.155427
Median  -1.30103  -1.69897 Med-Q1 0.09691 0 alpha 0.05 0.05
Mode -1.39794 -1.69897 Q3-Med 0.414973 0.30103 normal no yes
Standard 0.309937 0.298598 Max-Q3 0.266268 0.477121
Sample V 0.096061 0.089161 Mean 0.850861 0.38928 d'Agostino-Pearson
Kurtosis -1.19802 0.253664
Skewness 0.504691 0.451427 Min -1.52288 -2 DA-stat 3.16666 0.963127
Range 0.90309 1.079181 qi -139794 -1.69897 p-value 0.20529 0.617817
Maximum -0.61979 -0.92082 Median -1.30103 -1.69897 alpha 0.05 0.05
Minimum -1.52288 -2 Q3 -0.88606 -1.39794 normal yes yes
sum 719.5354 -27.3822 Max -0.61979  -0.92082
Count v7 7 Mean 7114914 -1.61072
Geometri” #NUM! ” #NUM!
Harmonic’ #NUM! ” #NUM! Grand Min
AAD 0.270031 0.235102
MAD 0.20412, 0.30103 Outliers None None
1QR 0.511883 0.30103

ix Lu | Sustainability 40

STORMWATER MANAGE NT SOLUTIONS Workshop
Log in to download the original file

Attachment 4 - Stormwater Managment Plan.pdf · 17.2 MB (very large file)

Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

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”.