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Appendix C - Existing Effluent DIsposal System
Advanced Enviro-septic Design Calculator V8.3
"Always the BEST Option" until site and soil conditions rule it out.
Site
LOT 418 on M37086, PRINCESS STREET, COORAN.
Address
Client Name NOEL EDMONDS
Designers Ph
Designed By A J TRELOAR (UNEARTHED GEOTECHNICAL P/L) 0417 132 300 QBSA Lic Number QBCC 740251
Number
Lic Plumber Plumber Ph Plumb / Drainer Lic
Name Number Number
Council Area NOOSA COUNCIL AES Certif Number Date 8/11/16
This Calculator is a guide only, receiving soil classification, surface water, water tables and all other site constraints addressed by the design.
System Designers site and soil calculation data entry IMPORTANT NOTES
Is this a new home installation Y or N Y >> Minimun single vent size is 80mm or 2 x 50mm house vents
Number of person 8 a septic tank outlet filter is NOT RECOMMENDED
Daily Design Flow Allowance Litre/Person/Day 150
Number of rows required to suit site constrants 3 >> Longer AES runs are better than multiplule short runs.
Infiltration surface Soil Category as established by site and soil evaluation. CATEGORY 5 >> Catagory may require design considerations. Ref AS1547
Design Loading Rate based on site & soil evaluation DLR (mm/day) 8 >> Soil conditioning may be necessary. Ref AS1547 & Comments.
Bore log depth below system Basel area 600 >> Min depth below basel area is 600 mm to establish water table or restrictive layer
Enter System footprint Slope in % for standard AES systems to calculate extension 10 >> Consideration required for Sloping sites. Ref AS1547. refer comment.
Is this design a gravity system with no outlet filter? Y or N N >> A HIGH and LOW vent are required on this
150 AES system as well as a velocity diffuser
COMMENTS :- " The outcome must be important to everyone. "
- Ripping of receiving surface is required in clay soil structures in Cat 4,5,6. In addition refer to AS 1547. Always excavate and rip parallel to the site slope/AES pipe.
- Specialist soils advice and special design techniques will be required for clay dominated soil having dispersive or shrink/swell behaviour. Refer AS1547
- All Sloping sites require special consideration and management through design of slope percentage, surface water and construction methods as per AS1547.
- Plumbers are reminded that good construction techniques as per AS1547 are especilly important in these soil types. Refer AS1547 & AES installation Instructions
AES System Calculator Outcomes AES dimensions
Total System load - litres / day (Q). 1200 l/d AES System System Extension
Min Length of AES pipe rows to treat loading 13.3 lm Lth m : (L) 15.6 15.6
Number of FULL AES Pipe lengths per row 5 lths Width m:(W) 1.80 7.82
Total Capacity of AES System pipe in Litres 3180 ltr. Sand Depth : 0.75 0.15
AES Additional infiltration extension required 121.9 m2 Area m2 28.1 121.9
DO YOU WISH TO USE CUT LENGTHS OF PIPE IN THIS DESIGN? (ENTER Y)
IF YOU WISH TO USE A TRENCH EXTENSION DESIGN OPTION ENTER "Y" Enter Custom Width m >
AES INFILTRATION FOOT PRINT AREA - L = Q / ( DLR x W) Length Width Minimum AES foot print required .
for this Basic Serial design is 15.6 x 9.62 = 150.0 m2 total
Code AES System Bill of Materials. Chankar Environmental Use Only
AES-PIPE AES 3 mtr Lths required 15 lths
AESC AESC Couplings required 12
AESO AESO Offset adaptors 6
AESODV AES Oxgen demand vent 2
AES-IPB AES 90mm Inspection port base 2
AES Equ AES Speed Flow Equaliser
TOTAL SYSTEM SAND REQUIRED (Guide Only) 47 m3
PLEASE email your AES CALC and Drawings to
[email protected] [email protected]
> The AES Calculator is a design aid to allow checking of the AES components and configuration and is a guide only. Site and soil
conditions referencing the AS 1547 standard adopted by the applicable Local Authoritys are calculated and designed by a Quailified Designer.
> Chankar Environmental has no responsibility for the soil evaluation, loading calculations or DLR entered by the designer for this calculator.
> AES pipes can be cut to lenght on site. They are supplied in 3 meter lths only.
AES-Design-V8.3-Calculator-Slope-Trench-cut pipe Copy Right - Chankar Environmental pty ltd 2014
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LIMIT OF [0M SEPARATION DISTANCE FROM DAMS
TREATMENT PLANT LOCATION
TO BE DETERMINED ON-SITE
ALL OVERLAND FLOW, STORMWATER AND DRAINAGE
18 TO BE CONTROLLED VARIOUSLY AND DIRECTED
AROUND AND CLEAR OF LAND APPLICATION AREAS
A
SOaheshans VEGETATED RETENTION HOUND, TRANSPIRATION BUFFER
Cy EXPECTED LAND APPLICATION DESIGN & RESERVE
oe AREA (INCL. AES TRENCH/GED I5.6M X 9.624)
FLOOD HAZARD AREA
PRINCESS STREET
Furure
GIFLAT
SHE
a 10%
BH go
PROPOSED
HOUSE AND
SHED SITE
Son
25m
LOT 418 M37086, PRINCESS STREET, COORAN. Noosa Council. 016-273.
Do Not Scale. Site Drainage - Poor. Vegetation - Grasses & Trees. Slope - 5-10% Vertical:Horizontal.
\ (Copyright) Unearthed Geotechnical P/L. PO Box 1204 Gympie Q 4570 [email protected] 8/11/2016 /
Page 3
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Maxim SLOPE 3 BACKFILL (suBsor.) RAISED MOUND ISOMH MIN. COVER REPLACED TOPSOIL INSPECTION PORTS 4 X PERFORATIONS (2 EACH SIDE AS PER AES REQUIREMENTS) VEGETATED RETENTION MOUND RAISED CONNECTION DETAIL — oN TRANSPIRATION BUFFER 00H ry ‘SUPPLY LINE WITH Be Nee VELOCITY DIFFUSER s00H5 System . ‘SAND : SOOMM (nih) 10 TT UNDERLYING ROCK a WATER TABLE ETC ae te et E EF EE E 8 3 28 8 3 E oo ENTIRE BASAL AREA TO 8 RIPPED TO A DEPTH OF 200MM & (ALONG THE CONTOUR AND PARALLEL TO LAY OF PIPES) AREA TO BE RIPPED TO A DEPTH OF 200MM (ALONG THE CONTOUR AND PARALLEL YO LAY OF PIPES) SECTION DETAIL Top view ENb VIEW SIDE VIEW . | ENVIRO-SEPTIC PIPE I] ] ENVIRO-SEPTIC PIPE A |__| OFFSET OFFSET |__| ENVIRO-SEPTIC PIPE ADAPTOR ADAPTOR OFFSET ADAPTOR Mosauito PROOF VENT toorn 1S0MM 300MM: 300MM REPLACED TOPSOIL/LOAM seus SOMMEIOOMM ENVIRO-SEPTIC PIPE 300mm SYSTEM SAND VENT DETAIL ADVANCED ENVIRO-SEPTIC SYSTEM. LAND APPLICATION (DESIGN) AREA LAYOUT AND SECTION DETAILS. 8/11/2016 ) \ (Copyright) Unearthed Geotechnical Pil. PO Box 1204 Gympie Q 4570 [email protected]