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24553_C10_Erosion And Sediment Control Layout Plan-[B]
From the archive MCU21 0146 land clearing.zip, inside MCU21/0146 - Response to Request for Information - Noosa Civic 28 Eenie Creek Road Noosaville email 1 of 2. File date in the archive: 2021-11-04 08:01.
Plans and drawings: the text below has words only, no drawings.
"Noosa Civic Shopping Centre"
LEGEND Concrete Tilt Panel Building
SITE BOUNDARY
EXISTING PROPERTY BOUNDARY
EXISTING EASEMENT BOUNDARY
EMT N
SP192396
N
12.0 EXISTING SURFACE CONTOURS
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12.0 EARTHWORKS CONTOURS /
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EXISTING NOMINAL KERB LINE
EXISTING STORMWATER DRAINAGE
EXISTING STORMWATER DRAINAGE DBYD 7.0
SF
PROPOSED NOMINAL KERB LINE 8.0
6.0
PROPOSED BATTER
7.0
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PROPOSED STORMWATER DRAINAGE 5.0
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FIELD INLET SEDIMENT BARRIER
SF
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6.0 / / /
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GPB GULLY PIT SEDIMENT BARRIER /
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/ /
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5.0 /
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PROPOSED SUMP PIT /
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SF
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SF SEDIMENT FENCE (INDICATIVE LOCATION)
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CD CHECK DAM /
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LIMIT OF WORKS
SF
CONSTRUCTION ENTRY/EXIT SHAKEDOWN AREA
GENERAL NOTE: PROPOSED
PROPOSED PROPOSED
1. FOR GENERAL NOTES REFER DRGC01,No.WHICH IS TO BE LOT 17
SF
LOT 19 LOT 18
REQUESTED AND VIEWED PRIOR TO COMMENCEMENT OF
CONSTRUCTION IF NOT SUPPLIED.
SEDIMENT RELEASE GUIDELINES: 3
4.0 SP246584
SF
1. ALL RELEASES OF STORMWATER CAPTURED ONSITE, UNLESS
OTHERWISE NOTED IN THIS STANDARD, MUST NOT EXCEED THE
FOLLOWING LIMITS: COV J
a. 50mg/L OF TOTAL SUSPENDED SOLIDS (TSS) AS A MAXIMUM SP182845
CONCENTRATION;
b. TURBIDITY (NTU) VALUE LESS THAN 10% ABOVE BACKGROUND;
SF
c. pH VALUE MUST BE IN THE RANGE 6.5 TO 8.5 EXCEPT WHERE, AND
TO THE EXTENT THAT, THE NATURAL RECEIVING WATERS LIE
OUTSIDE THIS RANGE.
SF
2. THE CONCENTRATION OF TSS RELEASED BY DEWATERING MAY
ONLY EXCEED 50mg/L WHERE IT CAN BE DEMONSTRATED AND SF
SF
SUPPORTED THROUGH DOCUMENTATION THAT:
a. FURTHER SIGNIFICANT RAINFALL IS FORECAST TO OCCUR BEFORE SF
THE TSS CONCENTRATION IS LIKELY TO BE REDUCED TO 50mg/L;
b. RELEASING A HIGHER CONCENTRATION OF TOTAL SUSPENDED
SOLIDS WILL RESULT IN A BETTER ENVIRONMENTAL OUTCOME BY 5.0 SF
PROVIDING STORAGE FOR THE CAPTURE AND TREATMENT OF 5.0
SF
RUN-OFF FROM THE IMMINENT RAINFALL AND RUN-OFF. SF
c. ALL REASONABLE AND PRACTICABLE STEPS HAVE BEEN TAKEN TO SF 4.0 4.0
TREAT THE WATER WITHIN BEST-PRACTICE TIME FRAMES; CONSTRUCTION ENTRY/EXIT.
SF LOCATION TO SUIT
d. FLOCCULENT HAS BEEN APPROPRIATELY APPLIED AND THE CONSTRUCTION METHODOLOGY
CONCENTRATION OF TSS IN THE CAPTURED WATER HAS ALREADY SF
SIGNIFICANTLY DECREASED. SF
SF
3. FOR ALL OTHER STORMWATER RELEASES, FLOWS AND DISCHARGES
FROM THE SITE, THE RELEASE LIMIT PRESCRIBED IN (1a) ABOVE SF
MUST NOT BE EXCEEDED UNLESS THE DEVELOPMENT IS IN FULL SF
SF
COMPLIANCE WITH THIS STANDARD. SF
4.0
SF
SF
NOTE: IT IS RECOMMENDED THAT A SITE-SPECIFIC RELATIONSHIP BETWEEN
SF
TURBIDITY AND SUSPENDED SOLIDS IS DETERMINED FOR EACH SF
SEDIMENT BASIN. ONCE A CORRELATION BETWEEN SUSPENDED SF CD
SOLIDS AND TURBIDITY HAS BEEN ESTABLISHED FOR A SEDIMENT SF
BASIN, TESTING STORMWATER FOR COMPLIANCE WITH RELEASE
LIMITS, PRIOR TO RELEASE, CAN BE DONE ON SITE WITH A
TURBIDITY TUBE OR CALIBRATED TURBIDITY METER. THIS HAS THE
ADVANTAGE OF PROVIDING IMMEDIATE ASSESSMENT TO JUSTIFY A
RELEASE RATHER THAN WAITING FOR LABORATORY RESULTS TO
CONFIRM CONCENTRATION LEVELS AND COMPLIANCE. NOTE THAT HOFMANN
POST-RELEASE TSS VALIDATION IS APPROPRIATE TO DRIVE CD
DEMONSTRATE THAT THE NTU/TSS CORRELATION IS BEING
MAINTAINED. SEDIMENT AND EROSION CONTROL:
NOTES
NOTE: BACKGROUND REFERS TO RECEIVING WATER QUALITY IMMEDIATELY 1. FOR EROSION AND SEDIMENT CONTROL NOTES AND DETAILS REFER DRG No.CONTRACTOR TO ALLOW FOR PROVISION OF ALL EROSION
REQUIRED
UPSTREAM OF THE SITE LOCATION RELEASE POINT AT THE TIME OF C11 AND SEDIMENT CONTROL DEVICES IN ACCORDANCE WITH IECA AND
RELEASE. WHERE THERE IS NO IMMEDIATE UPSTREAM RECEIVING 2. ALL DISTURBED SURFACES TO BE LANDSCAPED IN ACCORDANCE WITH NOOSA SHIRE COUNCILICIES
POL AND GUIDELINES
WATER AT THE LOCATION AND TIME OF RELEASE, THEN THE LANDSCAPE CONSULTANTS DRAWINGS
TURBIDITY RELEASE LIMIT (NTU) WILL BE EQUAL TO THE RELEASE
LIMIT FOR 50mg/L TOTAL SUSPENDED SOLIDS (TSS) BASED UPON
THE ONSITE CORRELATION BETWEEN TSS AND NTU. ISSUED FOR
APPROVAL
Client Discipline Status Title
STOCKWELL DEVELOPMENT GROUP PTY LTD CIVIL APPROVAL EROSION AND SEDIMENT CONTROL
RPEQ CERTIFICATION
PROJECT NUMBER: 24553 0 5 10 15m Project Name Designed By Checked By Approved By
LAYOUT PLAN
PROJECT NAME: HOFFMAN DRIVE NOOSAVILLE RESIDENTIAL APARMENTS DM MVI MVI
Sunshine Coast Office
DATE: 19.08.21 SCALE 1:250 Level 3, 2 Emporio Place HOFMAN DRIVE Project No. Drawn By Scale at A1
Maroochydore, Queensland 4558, Australia
B 02.11.21 ISSUED FOR APPROVAL LR DM
CERTIFIED BY: MICHAEL VAN ITALLIE AT ORIGINAL SIZE (A1) PO Box 5014, Maroochydore BC, Queensland 4558
NOOSAVILLE 24553 KS 1:200
RPEQ NUMBER: 13469 T 1300 657 402 F +617 3871 2266 The concepts and information contained in this document are the copyright of ADG Drawing No. Revision
A 19.08.21 ISSUED FOR APPROVAL KS DM Engineers (Aust) Pty Ltd. Use or copying of the document in whole or in part without the
SIGNATURE: .............................. E [email protected] W www.adgce.com
Rev Date Description By Chk BRISBANE / DARWIN / GOLD COAST / MELBOURNE / PERTH /
written permission of ADG Engineers (Aust) Pty Ltd constitutes an infringement of copyright. C10 B
SUNSHINE COAST / SYDNEY / TOOWOOMBA Do not scale drawings. If in doubt, ask!
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