Attachment 1 - Proposal Plans

 

 

 

 

SEDIMENT AND EROSION
CONTROL DETAILS

GRATE TO BE GEOFABRIC
WRAPPED.

   
  
   

EARTH BUND CONSTRUCTION NOTES

BUILD WITH GRADIENTS BETWEEN 1 PERCENT AND 5 PERCENT.

AVOID REMOVING TREES AND SHRUBS IF POSSIBLE — WORK AROUND THEM.

ENSURE THE STRUCTURES ARE FREE OF PROJECTIONS OR OTHER IRREGULARITIES THAT COULD IMPEDE
WATER FLOW.

1.
ROLL OF NETTING FILLED 2
3. BUILD THE DRAINS WITH CIRCULAR, PARABOLIC OR TRAPEZOIDAL CROSS SECTIONS, NOT V SHAPED.
4.
5.

WITH 50 TO 70mm GRAVEL.

KERB INLET PROTECTION

NTS

ENSURE THE BANKS ARE PROPERLY COMPACTED TO PREVENT FAILURE.
COMPLETE PERMANENT OR TEMPORARY STABILISATION WITHIN 10 DAYS OF CONSTRUCTION.

ae,

DIRECTION OF ROW

  
 
 
 
  

   
  
   
 
 
     
    

TRAPPED SEDIMENT
/ TURF STRIPS BATTER GRADE

y
UNDISTURBED
~ AREA

CHANNEL STABILISATION
AS REQUIRED

 

Min. GRADE 0.25%
Max. GRADE 0.75%
MUST HAVE A STABILISED OUTLET.

TURF FLARES TO MAYBE USED AS CONTOUR DRAINS

RESTRICT SCOURING
ALONG TURF oe.

TURF STRIP

BEHIND KERB CAN BE CONSTRUCTED WITH

      
 
 

RR
x OR WITHOUT CHANNEL
ws road surface GRADIENT OF DRAIN ALL BATTER GRADES
aN 2(H):1(V) MAX.

RRR
NN)
ROR

  

300'mm min.

1% to 5%
DIRECTION
OF FLOW
ue eresF

NOTE: ONLY TO BE USED AS TEMPORARY BANK
WHERE MAXIMUM UPSLOPE LENGTH IS 80 METRES.

EARTH BUND CUT OFF DRAIN

 

GRASSED FILTER STRIPS

NOT TO REGULAR SCALE

STORMWATER TREATMENT DETAILS
SEDIMENT FLOCCULATION

The job of a flocculent is to effectively break down the dominance of the clay particles that contain a residual negative eleCIRCUITro—magnetic charge and thus allowing individual particles
fo be drawn together and settle under gravity.

METHOD OF APPLICATION

Large sediment basins such as the one this site, require that the gypsum is mixed into a slurry with water and then sprayed over the surface of the furbid water in the sediment
basin. It Is essential that the gypsum Is spread evenly over the entire surface for efficient treatment of the turbld water.

Generally the gypsum should be applied at a rate of about 32 kgm per 100 cuble m of detained turbld water, as per the adjacent table.
should be calibrated after the first two storm events to assess the actual flocculent application rate and settling time required for the site.
The final application rate should be sufficiently high to permit adequate sediment sediment flocculation (less than 50 NTU) and basin dewatering within two days (48 hours) from the
conclusion of each storm event, whilst maintaining other required water quality criteria such as pH (6.5 — 8.5) and dissolved oxygen (>80%).

METHOD OF TESTING THE STORMWATER

The stormwater detained in the sediment basin will be tested at a suitable location that will be decided upon at the site. The sample should be taken at a location that has adequate
access so no sediment Is resuspended while the testing Is being conducted.

The stormwater detained In the sediment basin will be tested with the TPS 90-FLT water quallty logger.
pH, turbidity and temperature of the stormwater. For further detalis and specifications on the TPS 90-FLT please refer to Appendix B.

If the TPS 90-FLT unit is not present a practical field test that approximates the required 50 NTU level is fo fill a clear plastic or glass 65mm diameter soft drink bottle with the
water and then hold it up to the light. If seeing clearly through the sample is not possible, then the sample is probably above the 50 NTU level.

METHOD OF DEWATERING

The sediment basin can be dewatered cs soon as the water quality criteria met (refer table below). A pump is fo be used to decant the basin with a floating inlet to prevent the
settled sediments from being removed from the basin. The pumping must cease prior to the setfled sediments being drawn into the Intake pipe, It Is essential that materials from
the sediment layer are not discharged In the pumping process.

     

The above dosing rate for the site

The TPS 90-FLT unlt samples and records the dissolved oxygen, conductivity,

 

STORMWATER DISCHARGE QUALITY CRITERIA

 

 

 

 

 

 

 

 

ACCEPTABLE TSS ACCEPTABLE PH DISSOLVED 0,
50mg/L 65 - 85 > 80%
SEDIMENT BASIN FLOCCULENT APPLICATION
AGENT | INDICATIVE DOSAGE | COMMENTS PRECAUTIONS & CONSTRAINTS | MIN. REQD. ON SITE
GYPSUM 32kg/100cub.m LITTLE PH CHANGE, SLIGHT INCREASE IN | NEEDS TO BE SPREAD EVENLY ACROSS POND. | 260 kgm
SALINITY CAN CAUSE SCUM DEPOSITS IN EQUIPMENT.

 

 

 

 

 

 

 

NOTE: NOTIFY ENGINEER TO CONFIRM DOSAGES & APPLICATION PRIOR TO USE.

TRAPPED SEDIMENT

   

TYPICAL GRASS FILTER STRIP DETAIL

N.T.S.

 

SURFACE ROUGHENING

‘SPILLWAY
150 MM MIN. 450 MM MIN.
50

  
 

AGGREGATE OR RECYCLED CONCRETE. ROCK TRENCHED 200 MM INTO GROUND

SPACING OF CHECK DAMS ALONG CENTRELINE
AND SCOUR PROTECTION BELOW EACH CHECK
DAM TO BE SPECIFIED ON SWMP/ESCP

ROCK CHECK DAM

ROCK CHECK DAM CONSTRUCTION NOTES

1.

* oF

CHECK DAMS CAN BE BUILT WITH VARIOUS MATERIALS, INCLUDING ROCKS, LOGS, SANDBAGS AND STRAW BALES. THE
MAINTENANCE PROGRAM SHOULD ENSURE THEIR INTEGRITY IS RETAINED, ESPECIALLY WHERE CONSTRUCTED WITH STRAW
BALES. IN THE CASE OF BALES, THIS MIGHT REQUIRE THEIR REPLACEMENT EVERY TWO TO FOUR MONTHS.

TRENCH THE CHECK DAM 200 MM INTO THE GROUND ACROSS ITS WHOLE WIDTH. WHERE ROCK IS USED, FILL THE
TRENCHES TO AT LEAST 100 MM ABOVE THE GROUND SURFACE TO REDUCE THE RISK OF UNDERCUTTING.

NORMALLY, THEIR MAXIMUM HEIGHT SHOULD NOT EXCEED 600 MM ABOVE THE GULLY FLOOR. THE CENTRE SHOULD
ACTING AS A SPILLWAY, BEING AT LEAST 150 MM LOWER THAN THE OUTER EDGES.

SPACE THE DAMS SO THE TOE OF THE UPSTREAM DAM |S LEVEL WITH THE SPILLWAY OF THE NEXT DOWNSTREAM
DAM.

STABILISE STOCKPILE.
EARTH BANK ‘SURFACE

  

FLOW

CRA ” Nw

—
TITIES

SEDIMENT FENCE

May
MO ODI

TOPSOIL STOCKPILE

TOPSOIL STOCKPILE CONSTRUCTION NOTES

. PLACE STOCKPILES MORE THAN 2 (PREFERABLY 5) METRES FROM EXISTING VEGETATION, CONCENTRATED
WATER FLOW, ROADS AND HAZARD AREAS.

CONSTRUCTION ON THE CONTOUR AS LOW, FLAT, ELONGATED MOUNDS.

WHERE THERE IS SUFFICIENT AREA, TOPSOIL STOCKPILES SHALL BE LESS THAN 2 METRES IN HEIGHT.
WHERE THEY ARE TO BE IN PLACE FOR MORE THAN 10 DAYS, STABILISE FOLLOWING THE APPROVED

ESCP OR SWMP TO REDUCE THE C—FACIRCUITOR TO LESS THAN 0.10.

CONSTRUCTION EARTH BANKS (STANDARD DRAWING 5-5) ON THE UPSLOPE SIDE TO DIVERT WATER AROUND
STOCKPILES AND SEDIMENT FENCES (STANDARD DRAWING 6-8) 1 TO 2 METRES DOWNSLOPE.

een >

a

LINDSAY CONSULTING 2
CLI

   

REO 4928.

  
   

 

OFF. 2¢/82 PARKER ATREET, MAROOGAYDDRE PH

 

THIS DRAWING REMAINS HE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD

 

CLIENT AND PROJECT DESCRIPTION
GREG & VICK] POWELL
PROPOSED RESIDENCE

NO.85 GYMPIE STREET
TEWANTIN

 

DRAWING TITLE

SEDIMENT & EROSION
DETAILS

 

SCALES

 

SURVEY DATUM

 

ASSOCIATED CONSULTANTS

 

REVISION LIST

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

fomputer File

220416FD.DWG

 

DRAWING NUMBER

22-0416-F24

SHEET] REV.

24