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Development Application Part 2 of 2 - Plans 7 Banksia Avenue Noosa Heads · OPW10/2120
Plans and drawings: the text below has words only, no drawings.
PENETROMETER (D.C.P) BORE LOGS 1-; r r f '_^H (N.T.S.)
No. OF BLOWS HOLE 1 HOLE 2
00 - 200 1 0 00 00
200 - 400 1 1
40D - 600 1 1
NATURAL NATURAL
SAND SAND
600 - 900 2 1
GREY, BROWN, GREY, BROWN,
Boo - 1000 2 1
SL-MOIST, LOOSE TO M-DENSE. SL-MOIST, LOOSE TO M-DENSE.
1000 - 1200 2 1
1200 - 1400 2 2
600 600
1400 - 1600
1600 - 1800
1800 - 2000
2000 - 2200
;(SAND SAND
2200 - 2400 WHITE, WHITE,
2400 - 2600 SL-MOIST, LOOSE TO M-DENSE. SL-MOIST, LOOSE TO M-DENSE.
2600 - 2800
2800 - 3000
PENETROMETER (D.C.P) 1500 1500
No. OF BLOWS HOLE 3 HOLE 4
SAND
00 - 200 WHITE,
200 - 400 SL-MOIST, M-DENSE.
400 - 600 SAND
BANKSIA AVENUE
600 - BOO
WHITE,
2000
SL-MOIST, M-DENSE. BORE TERMINATED
800 - 1000
HAND AUGER
1000 - 1200
1200 - 1400 BOREHOLE 2 NOTE: THIS SITE AND/OR THE SURROUNDING AREA IS
1400 - 1600 RELATIVELY STEEP AND MAY BE PRONE TO SLIPPAGE.
1600 - 1800 THIS REPORT DOES NOT INVESTIGATE LAND SLIPPAGE
2500 AND THE LOCAL AUTHORITY AND/OR AN EXPERT IN
1800 - 2000 BORE TERMINATED
THIS FIELD SHOULD BE CONSULTED.
2000 - 2200 HAND AUGER
NQTE: TREES OF POTENTIAL INFLUENCE TO
2200 - 2400
BOREHOLE 1 PROPOSED FOUNDATIONS WERE NOTED AT ESTIMATED Ys <20mm
2400 - 2600
THE TIME OF SITE INVESTIGATION.
2600 - 2800
2800 - 3000 SCALE N.T.S DATE
SOIL TEST RESULTS
X ii LF
5 Porkvlew Street
Milton Old. 4064
P: (071 3367 0211
DRAWN MG 08/05/0 9
NOTE: ;:,tnlouli;lg Engine F: 1071 3367 0205 LOT 11 BANKSIA AVENUE 09.1029
ALL DIMENSIONS SHOWN
E: [email protected] 601
ARE APPROXIMATE ONLY.
CMl, StucIural rad ";i T e"tg E: [email protected] NOOSA JOB No. DRG. No.
UEQ CmU Ply Ltd t/a ABN 53 045 711 248 E: soiItestingOPdeq.com.au
CHECKED SHEET 1 OF I
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