Appendix B - Stormwater Management Report

 

XREFS :— X—BASE.dwg ; X-SURVEY.dwg

ALL ROOFWATER TO
DISCHARGE OVER TANK
INLET

MESH PROTECTION COVER
OVER INLET INTO TANK

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Last Modified :— Oct 27, 2025 - 2:02pm

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DATE:23.10.25

 

 

 

 

 

 

 

 

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PROPOSED #100 ORIFICE 2 | | |
AT 1.82m OF TANK
PROPOSED $50 ORIFICE 1 DISCHARGE TO PROPOSED
AT BASE OF TANK STORMWATER DRAINAGE
t—| SYSTEM (REFER PLAN)
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STORMWATER DETENTION TANK DETAIL-3kL
F Associated Job Nos] Survey Data Scales CLIENT 25 TULIP STREET, COOROY QLD 4563 COUNCIL
E tore J. & C. TROMPF ;
AHD AUXILIUM ° a
3 Detum aan TANK DETAIL NOOSA SHIRE COUNCIL
C Auxiliary Drg Nos] Horiz. | MGA2020 | 9 02 Oh 0.6m ASSOCIATED CONSULTANTS
Grid ZONEQ6 k ‘ ‘ NAN
8 Height | pr gg. 399 Scale 110 @A1 © ABN 84 639 195 092 BREN PLANNING STATUS Job No] =
A [ISSUE FOR REVEW 23.10.25 Datum : PIKK|. ST JARO. BAULEKA SIGNATURE ISSUE FOR USE Contract_No, -
a Signatory: - RPEQ Full Name, Eng. Area and RPEQ No. or Survey | SURVEYPLAN | Dimensions shown in metres MAROOCHYDORE BC, QLD 4558 RPEQ #20693 DRAWN DESIGNED DATE i |
Revisions/Descriptions = Full Name and Position Title Date Books | yx __ except where shown otherwise +61 423 415 419 cPEng TN MN 23.10.25 Drawing No. C905 7 A
VU. Series Number °