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Response to RFI - Council
Attached to the e-mail MCU17/0563 - Response to Information Request.
Attached to the e-mail Complete - Response to Info Request MCU17 0563.msg.
Drains Kleen
0424198467
[email protected]
www.drainskleen.com.au
Conduit Inspection
Date: Asset owner's job ref.: Asset Owner: Operator : Section number: Pipe Asset Id:
12/02/2018 Jack Morrisby 1 1/
Time of inspection: Cleaning: Standard: LRP Conduit Unit Length Method of Inspection
08:35:25 not cleaned WSA 05-2008 2.2 Centre of Start Node
Town: Noosaville Catchment: US MH: 1/1
Suburb: Asset Owner: Survey Dir: downstream
Street: The Cockleshell Precipitation.: DS MH: 2/1
Asset Location Flow control No measures Inspect Lenght : 6.32 m
Purpose of inspection : New Construction Shape : Circular
Use of Conduit: Drain Surface Water Dia/Height: 375 mm
Type of Conduit: Gravity Lining:
Lining Method: Pipe Material: Reinforced concrete
Remarks :
1:60 Position Code Observation MPEG Photo Grade
1/1
0.00 WLT Water level, turbid or discoloured flow, depth 50% 0
0.00 STSP Start node, side entry pit, Nodename: 1/1 , started slightly 00:00:00 1_1A 0
in pipe due to roots in pit.
2.14 RT Tap roots--a small number of major roots (10mm or 00:01:55 1_3A 3
greater) without a significant mass of fine roots, at joint,
Obstruction: 5-20% , from 8 to 4 o'clock
6.31 GC Unable to do reverse survey due to not being able to 0
lacate downstream pit.
6.32 RM A Mass of mostly fine Roots, which has developed into an 00:05:17 1_4A 4
interwoven clump, at joint, Obstruction: 51-75% , from 2 to
10 o'clock
6.32 SAR Inspection (survey) abandoned, roots, Survey abandoned 00:05:28 1_5A 0
due to roots, unable to get camera pass.
STR no def STR peak STR mean STR total STR grade SER no def SER peak SER mean SER total SER grade
0 0 0 0 1 2 50 9.49 60 5
30-32 The Cockleshell St Noosaville SW // Page: 3
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