Development Application Part 2 of 2 - Plans 7 Banksia Avenue Noosa Heads · OPW10/2120

                                                                                                                                    Page 1

OUR REF: 09.1029
DATE: 8/03/2010

TO: AUSMAR HOMES
ORDERED BY: SHARON                                                                   Consulting Engineers
FROM: STEVE                                                                        CIV:I, ;tructura and Soli Testing
                                                                                         I'K' . ^!y 1.td !;3   Bh; .. 33 71 i i=c

ADDRESS: LOT 11 BANKSIA AVENUE,
          NOOSA
                                                                                  FOR AUSMAR USE ONLY
1. SITE CLASSIFICATION

 A
 Stable
                                               M
                                               Moderately Reactive
                                                                                         H/E
                                                                                         Highly to Extremely Reactive               1
 S
                                     3
                                               M/H                                       E
 Slightly Reactive                             Moderately to Highiy Reactive             Extremely Reactive

 S/M                                            H                                        P
 Slightly to Moderately Rear rv.                Highly Reactive                          (Refer Below)


 COMMENTS


 •     P: Due to trees of potential influence to proposed foundations and limited
       bearing strength in natural soils.

 •     This site and/ or the surrounding area is relatively steep and may be prone
       to slippage. This report does not investigate land slippage and the local
       authority and/ or an expert in this field should be consulted.


       I.    ']'HIS IS A PRELIMINARY SOIL INVESTIGATION COMMISSIONED BY AUSMAR HOMES FOR THEIR
             INTERNAL USE ONLY. THIS REPORT CON-FORMS WITH AS 2870 NOT ALL INFORMATION REQUIRED
             TO CONFORM WITH T 14F BSA SUBSIDENCE POLICY 01 /09/04 HAS BEEN RECEIVED BY DEQ
             CONSULTING ENGINEERS AT THIS STAGE. ONCE ALL ESSENTIAL INFORMATION HAS BEEN
              RECEIVED BY OUR OFFICE A FULL COMPLYING REPORT CAN BE ISSUED.

       2.    ALLOWANCES SHOULD BE MADE FOR FLEXIBLE CONNECTIONS AND STAINLESS STEEL STRAPS
             FOR H, E & P SITES TO COMPLY WITH ARTICULATED PLUMBING REQUIREMENTS PARTICULARY IN
             THE IPSWICH CITY COUNCIL AREA. REFER PLUMBER FOR SCOPE OF WORK.

       3.    ALLOWANCES SHOULD BE MADE FOR PIERS TO FOOTINGS ADJACENT TO FILLED RETAINING
             WALLS, CANAL EMBANK1MEYI'S, UNDERGROUND SERVICES, POOLS ETC.




                            No. 5 Park-view Street, Milton Old 4064 Phone: (07) 3367 0211 Fax: (07) 3367 0205
                                                      Email: soil!esiin,[email protected]