Stormwater Management Plan

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WIRE FILTER FABRIC TO — 3000 MAX. (2000 MAX. WITHOUT WIRE SUPPORT)
EACH STAKE, REFER \ |
JOINING DETAILS, FOR SECURE FABRIC TO WIRE > WOVEN, OR COMPOSITE WITH FABRIC LAP
JOINTS IN FABRIC LENGTHS. AT 1000 CRS, MAX. \ WOVEN BACKING, FABRIC [soon
————— —_ PROVIDE BACKFILL LAYER ;
se OVER FABRIC, FOR FULL | + CLEAN SANDOR — |
slo 5 LENGTH OF SEDIMENT FENCE | | AGGREGATE
Bia INA I
= Bar, | =e
ONE &R f
ORM RRR AMIR RO 8 |
PROVIDE WIRE STRAND — 1500mm? HW STAKES
BETWEEN STAKES FOR OR STAR PICKETS 2000 MIN. /-STAPLE/TACK
FABRIC SUPPORT > < FABRIC FABRIC
ELEVATION Lf bllsd SECTION + TTA Y BI
\ }
NOTE: INSTALL 1.5m (MIN.) DEEP ‘RETURNS’ AT 20m SPACING (MAX.) ON UPSLOPE SIDE > OMY
OF FENCELINE (510m MAX SPACING IF FENCE ALIGNED AT ANGLE TO CONTOUR). EG: FABRIC SAFETY CAI
A SUPPORT POST OPTION 1:
2, 2, 2, SEDIMENT FENCE DETAILS FABRIC TO FOLD AROUND EACH STAKE ONE FULL TURN. 1500mm* HARDWOOD STAKE
8 { g | 3 | DIRECTION NTS. —/—— SF == DENOTES SEDIMENT FENCE. REFER STAKE B TO BE DRIVEN TIGHTLY AGAINST STAKE A. THE SUPPORT POST OPTION 2:
8! 8\ 3 | PLAN FOR LOCATION AND EXTENTS. TOPS OF BOTH STAKES TO BE SECURED WITH WIRE. 4.5kgim STEEL STAR PICKET
j | OF FALL. METHOD 1 METHOD 2
SEDIMENT FENCE FABRIC JOINING DETAILS
NTS
DIRECTION
OF FALL
IF ENTRY/EXIT PAD RECEIVES RUNOFF
FROM SOIL DISTURBANCE, A BUND IS
- TO BE INSTALLED ACCROSS THE
AGGREGATE PAD TO DIRECT RUNOFF
TO SEDIMENT FENCE
| PROVIDE APPROVED GRATED é
\ COVER WITH MAXIMUM z
\ DIRECTION OPENINGS OF 100 x 100mm
1 OF FALL (OFFCUT REINFORCING MESH
| OR APPROVED EQUIVALENT)
' DIVERT RUNOFF AROUND NOTE: 209
EXCAVATION t ROCK ISTO BE UNIFORM ~~
SIZE. IE. MATERIAL IS TO
i NOT CONTAIN SMALLER —_50-75mm OR 100-150mm
y ROCKS FILLING VOIDS. CRUSHED ROCK OR
SEAL PIPE END RECYCLED CONCRETE
WITH GRAVEL CONCEALED BENEATH BA STABILISED ENTRY/EXIT POINT
FILLED HESSIAN GEOFABRIC OR APPROVED — CONCEALED BENEATH BAGS | opLaN y cooe—rr—reEeEEre rer
BAGS PACKED TO EQUIVALENT SEAL BETWEEN \ PLAN NTS. OR APPROVED EQUIVALENT
HALF HEIGHT OF TOP SLAB OPENING AND APPROVED TEMPORARY /— 10mm GRAVEL FILLED HESSIAN / DENOTES STABILISED ENTRY/EXIT
PIPE, REMOVE TEMPORARY COVER COVER NOT PERMITTING / BAGS PACKED TIGHTLY AROUND GRAVEL FILLED HESSIAN CO EAU ON CCR TIONS
PRIOR TO INFLOW / _ ACCESSIINLET OPENING BAGS PACKED AROUND Ee ’ 7
STRUCTURE roy GRATED INLET SEP
CONSTRUCTION ES=4 -
_ RR Pea
_-— TOE
FIELD INET ——+t
\ \
CARRE ' ' \
4 ACCESS CHAMBER INLET STRUCTURE INLET STRUCTURE REPORT ISSUE
STAGE 1 STAGE 2 DT FOR CONSTRUCTIC
EXCAVATION AND PIPE INSTALLATION STAGE 3 NOT FOR CONSTRUCTION
STRUCTURE COMPLETE UP TO TOP SLAB STRUCTURE COMPLETE
DENOTES DRAINAGE STRUCTURE
ACCESS CHAMBER / INLET STRUCTURE PROTECTION, REFER PLAN FOR
NTS LOCATION & EXTENTS. CONTRACTOR TO CONFIRM AND
LOCATE ALL EXISTING SERVICES PRIOR
TO COMMENCEMENT OF WORKS
Rev Date Revision Detals bn | App. e Builders Name Client Name Project Details Drawing Title: ae Signed Date Scale: ia Size Al
: Prope Nanbor
@ Odyssey Consulting Group Designed) Soned Dae K4277
@ Structural and Civil Engineers GOOD SHEPHERD PROPOSED CARPARK SEDIMENT AND EROSION AUP
. apse Crt ap saver mec Tne 109759574 LUTHERAN COLLEGE 115 EUMUNDI ROAD CONTROL DETAILS Gheaed | Sioned ae
4 {es va Pure ay Lates 427 fect eco omas NOOSAVILLE AT
: root aeons teat pitounguseraasonas mom ties [banat =
©. A 14-03-18 | ISSUED FOR REPORT DKC AT P009 A

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ZAK4277\Preliminary\ DWG\K4277-POOS-A dwg, 14/03/2018 10:32:47 AM, DaleC, PDF995

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100mm