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220239 - 44 Williams Road, KIN KIN - SSE - TE222036 - 44 Williams Road, Kin Kin QLD 4571 (1) (1)
Attached to the e-mail MCU22/0168 - Information Response - 44 Williams Road Kin Kin.
185 SECOND DWELLING
SECONDARY DWELLING
WILLIAMS
ROAD REVISIONS
9
180 # DATE SUBJECT AUTHORISED
6
A 14/06/2022 REVISION A C. TAYLOR
PRIMARY DWELLING 2BR
SECONDARY
MSES
ENVIRONMENTAL DWELLING
AREA
7
175
TAYLOR ENVIRONMENTAL
S
S
S
∅100 DWV DRAINAGE
FROM DWELLING TO
S
SEPTIC TANK
S
MIN GRADE 1:60
WILLIAMS ROAD
S
170
S
FULL SITE PLAN
S
Y R
S
NDA
1:15,000 @ A3
S
BOU
53000 APPROX
TY
S
PER
UNAPPROVED PLUMBING IN SHED TO BE
S
PRO
ABANDONED. DISCONNECT DRAINAGE FROM
SEPTIC TANK AND CAP PERMANENTLY
S
S
QBCC LICENCE NUMBER 150 556 72
ABN NUMBER 95268308955
S
S
PR Phone: +61 400 301 364
OP Email: [email protected]
S
ER
TY Web: www.taylorenviro.com.au
S
BO
UN
DA
S
EXISTING RY
SERVICED SHED
S
WASTE WATER TREATMENT &
S
EFFLUENT DISPOSAL SYSTEM
S
EXISTING 3900L CONCRETE SEPTIC TANK.
S
RETAIN SEPTIC TANK FOR DWELLING.
DISCONNECT UNAPPROVED DRAINAGE FROM AUTHORISED FOR ISSUE DATE
S
SHED AND CAP.
14/06/2022
S
GENERAL NOTES:
- LOCATION OF ORG, VENT PIPE AND OTHER WASTE PIPES TO BE
DETERMINED BY PLUMBER STREET ADDRESS
- REFER TO COMPLIANCE PERMIT FOR CONDITIONS OF COUNCIL
0
00
APPROVAL 44 WILLIAMS RD, KIN KIN 4571
S
22
LOT & PLAN
S
REDUCED LEVELS:
- AES FSL = 174.500 3 SP127443
S
- INVERT OF SEPTIC TANK OUTLET = 174.575
CK
COUNCIL
TRA
- INVERT OF SEPTIC TANK INLET = 174.625
S
- TOP OF SEPTIC TANK = 175.050 ABANDON SEPTIC TRENCHES NOOSA SHIRE
DIRT
- 75mm MIN DIFFERENCE IN LEVEL REQUIRED BETWEEN BOTTOM OF
S
7220
SEPTIC TANK OUTLET AND FINAL SURFACE AREA OF AES BED 10 NAME OF CLIENT
- LEVELS TO BE CHECKED/CONFIRMED BY INSTALLING PLUMBER
S
16%
COTTERILL
DRAINAGE: MSES DESIGNER
- ∅100 uPVC DWV (MIN GRADE 1:60) 7000 9 C. TAYLOR
SEPTIC TANK: 6900 NEW AES BEDS FOR DWELLING
- SWIVEL KNUCKLE AND EXPANSION JOINTS TO BE INSTALLED ON DRAWN
INLET AND OUTLET PIPES · 2x [6.9 x 2.61m] = 36m²
· TPA 15-2019
M. MAHONY
AES SYSTEM: 8 · ALIGN TO NATURAL SLOPE AND CURVE AROUND HILL AS DRAWING DETAILS
- TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATION AND REQUIRED
BY A SUPPLIER APPROVED PERSON SECOND DWELLING SITE PLAN
- DEEP RIP BASE OF BED AND SPREAD GYPSUM AT 1kg/m2 · STORMWATER TO BE DIVERTED AROUND BEDS
JOB NUMBER
- 150mm MIN TOPSOIL OVER AES SAND BED
- GRASS/TURF OVER BED TE222036
- NO TREES WITHIN 2m OF BED
SITE PLAN - SECONDARY SCALE REVISION DWG #
1:400 @ A3 1:400 A SL3
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