Importantly,some lots have been specifically designed to reduce the number of additional crossovers. This will reduce the potential impact on the existing drainage scheme which was an issue raised by Council's Engineering Department. IlL 'ltiSJIL Slll.ffk '- L- 10 8 3 0- 01 Los,_o'' i Schedule Current number of lots- 14 Exis t ng average lot size • 1.409 ha 0 C rreM Q Pd lot Proposed number of lots- 35 lncrea.se In number of lots· 21 TOM GroupGHklf1.Q t/27-31Mftn !llrM(POac. ttl7J GIIMIQI')Q'"'J220 l 01S202..SOO F OJ5202"6il 11 12SSU.-J -. .1'0010 Proposed average lot size- 0.561ha INDICATIVE LOW DENSITY RESIDENTI AL PLAN OF SUBDIVISION CURlETTS ROAD, Ult4. Figure 2- Indicative Plan of Subdivision - tiW!'Mf'll
.405ha .407ha .432ha .404ha .821ha .439ha .508ha .953ha .400ha .582ha .495ha .737ha .411ha .546ha .692ha .772ha .400ha .792ha .400ha .493ha .476ha .632ha .638ha .576ha .493ha .457ha .859ha .966ha .581ha .497ha .427ha .494ha .553ha Legend Subject Site Current Lot Boundary Proposed Lot Boundary Easement
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GREATER GEELONG PLANNING SCHEME - LOCAL PROVISION RLZ UFZ P PCRZ PCRZ R1Z R1Z Z This publication is copyright. No part may be reproduced by any process except in accordance with the provisions of the Copyright Act.  State of Victoria. This map should be read in conjunction with additional Planning Overlay Maps (if applicable) as indicated on the INDEX TO MAPS. INDEX TORALLDLJZOZINING METRIC SERIES MAP Business PUZ4 Public Use Zone - 200 IN2Z 0 200 400 600 800 1000 m B1Z Business 1 Zone RDZ1 Road Zone - Category 1 Industrial RDZ2 Road Zone - Category 2 IN2Z IN2Z Scale: 1:9,993 FZ AUSTRALIAN MAP GRID ZONE 55 1 2 3 4 IN2Z Industrial 2 Zone Residential 5 6 7 8 Public Land LDRZ Low Density Residential Zone 10 11 12 13 14 15 PCRZ Public Conservation And Resource Zone R1Z Rural 1 Zone PUZ1 9 17 18 19 20 21 24 25 26 27 28 29 30 23 PPRZ PUZ5 Public Park And Recreation Zone Public Use Zone - FZ RLZ Farming Zone Rural Living Zone N 31 37
Table 1 Site Description Continued: Proposed Allotment Sizes: 35 allotments at an allotment size of 0.4 hectares to 0.966 hectares with an average lot size of 0.561 hectares. Domestic Water Supply: We assume a reticulated supply is available to all the proposed allotments. Anticipated Wastewater Load: The design wastewater load is 150L/person/day. This load is sourced from the EPA Code of Practice – Onsite Wastewater Management 891.3 February 2013 - Table 4.1. (Households with full water reduction facilities). Loads per household are calculated in Section 6. Availability of Sewer: The area is unsewered and unlikely to be sewered in the short to medium term future Variations from a minimum of 150 litres/person/day for households with full water reduction facilities up to 220 litres/person/day for households with no water saving features and extra waste water producing facilities can be adopted. Provincial Geotechnical have adopted 150 litres/person/day as a conservative value based upon a number of factors. Should any party require modeling upon alternative waste water values Provincial Geotechnical can provide this. 3. Site Key Features The author undertook a series of site inspections and site investigations in September 2013. A range of site features were assessed in terms of the degree of limitation they present for a range of onsite wastewater management systems. Reference is made to the rating scale described in MAV model LCA Report (Table 6) guide. Remedial measures should be considered whenever ratings of 3, 4, or 5 occur and this might involve land improvement works, soil amelioration or simply adoption of higher-level technologies to ensure environmental protection. Table 6 of the MAV model LCA report summarises the key features in relation to effluent management at the subdivision site. The subdivision site experiences both stormwater run-on and run-off.
PROVINCIAL GEOTECHNICAL PTY. LTD. CONSULTING GEOLOGISTS Legend [J Subject Site Current Lot Boundary 0 Proposed lot Boundary ·-·Easement EZt uman Floodway zone Notu: Boundary o.Uignmtnts and dintnstons are a,pproxi11ate only TGMGroup Geelong 1127-31 lAyers St""'l (PO Box 1137) Geetcng V1c 3220 T 03 5202 4600 r 03 52024691 ABN11125568.C61 PROPOSED CONCEPT LOW DENSITY RESIDEN TIAL SUBDIVISION CURLETT$ ROAD, L4RA v.ww.IQcngi'Ollpcotn Mla.w."Nt!alaTISatn f----------------------- --lf---'==-=- - F="f-'"'-"''-"'"-! JAS...,HlAccrt<*:l C:UitY l$0t • OK&S ASNISC801 • En- tS()U()()I
CLIENT: TGM GROUP PTY LTD PROJECT ADDRESS: Lara, Forest Road North, Curletts Road, Osterlund Road, Windermere Road REFERENCE NUMBER: H3005 DATE: 16/09/2013 GEOLOGIST: Andrew Redman DRILLING METHOD: 100mm diameter drill rig or hand auger TEST SITE 1 TEST SITE 2 TEST SITE 3 Depth mm SOIL PROFILE Fill C kPa Depth mm SOIL PROFILE Fill C kPa Depth mm SOIL PROFILE Fill C kPa 100 200 SILTY CLAY brown moist and firm 100 SILTY CLAY brown moist and firm 100 200 SILTY CLAY brown moist and firm 200 300 400 500 CLAY brown moist and stiff 130+ 300 400 500 CLAY brown moist and stiff 130+ 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 CLAY brown moist and stiff 130+ 130+ 130+ 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 END BORE HOLE (HAND AUGER) 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 END BORE HOLE (HAND AUGER) 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 END BORE HOLE (DRILLING RIG)
CLIENT: TGM GROUP PTY LTD PROJECT ADDRESS: Lara, Forest Road North, Curletts Road, Osterlund Road, Windermere Road REFERENCE NUMBER: H3005 DATE: 16/09/2013 GEOLOGIST: Andrew Redman DRILLING METHOD: 100mm diameter drill rig or hand auger TEST SITE 7 TEST SITE 8 TEST SITE 9 Depth mm SOIL PROFILE Fill C kPa Depth mm SOIL PROFILE Fill C kPa Depth mm SOIL PROFILE Fill C kPa 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 THIS TEST SITE NOT ESTABLISHED 100 200 SILTY CLAY brown moist and firm 100 SILTY CLAY brown moist and firm 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 CLAY brown moist and stiff LIMESTONE highly weathered light grey 130+ 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 CLAY brown moist and stiff 130+ 130+ 130+ 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 END BORE HOLE (DRILLING RIG) 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 END BORE HOLE
CLIENT: TGM GROUP PTY LTD PROJECT ADDRESS: Lara, Forest Road North, Curletts Road, Osterlund Road, Windermere Road REFERENCE NUMBER: H3005 DATE: GEOLOGIST: Andrew Redman DRILLING METHOD: 100mm diameter drill rig or hand auger TEST SITE 10 TEST SITE 11 TEST SITE 12 Depth mm SOIL PROFILE Fill C kPa Depth mm SOIL PROFILE Fill C kPa Depth mm SOIL PROFILE Fill C kPa 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 THIS TEST SITE NOT ESTABLISHED 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 THIS TEST SITE NOT ESTABLISHED 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 THIS TEST SITE NOT ESTABLISHED
CLIENT: TGM GROUP PTY LTD PROJECT ADDRESS: Lara, Forest Road North, Curletts Road, Osterlund Road, Windermere Road REFERENCE NUMBER: H3005 DATE: GEOLOGIST: Andrew Redman DRILLING METHOD: 100mm diameter drill rig or hand auger TEST SITE 13 TEST SITE 14 TEST SITE 15 Depth mm SOIL PROFILE Fill C kPa Depth mm SOIL PROFILE Fill C kPa Depth mm SOIL PROFILE Fill C kPa 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 SILTY CLAY dark brown moist firm LIMESTONE highly weathered light brown SILTY CLAY and variable lenses 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 THIS TEST SITE NOT ESTABLISHED 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 THIS TEST SITE NOT ESTABLISHED 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 END BORE HOLE
CLIENT: TGM GROUP PTY LTD PROJECT ADDRESS: Lara, Forest Road North, Curletts Road, Osterlund Road, Windermere Road REFERENCE NUMBER: H3005 DATE: GEOLOGIST: Andrew Redman DRILLING METHOD: 100mm diameter drill rig or hand auger TEST SITE 16 TEST SITE 17 TEST SITE 18 Depth mm SOIL PROFILE Fill C kPa Depth mm SOIL PROFILE Fill C kPa Depth mm SOIL PROFILE Fill C kPa 100 200 300 400 500 600 700 800 900 1000 1100 1200 SILTY CLAY dark brown moist firm LIMESTONE highly weathered light brown SILTY CLAY and variable lenses 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 SILTY CLAY dark brown moist firm LIMESTONE highly weathered light brown SILTY CLAY and variable lenses 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 THIS TEST SITE NOT ESTABLISHED 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 END BORE HOLE LIMESTONE 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 END BORE HOLE
CLIENT: TGM GROUP PTY LTD PROJECT ADDRESS: Lara, Forest Road North, Curletts Road, Osterlund Road, Windermere Road REFERENCE NUMBER: H3005 DATE: GEOLOGIST: Andrew Redman DRILLING METHOD: 100mm diameter drill rig or hand auger TEST SITE 19 TEST SITE 20 TEST SITE 21 Depth mm SOIL PROFILE Fill C kPa Depth mm SOIL PROFILE Fill C kPa Depth mm SOIL PROFILE Fill C kPa 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 THIS TEST SITE NOT ESTABLISHED 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 THIS TEST SITE NOT ESTABLISHED 100 200 300 400 500 600 700 800 900 SILTY CLAY dark brown moist firm LIMESTONE highly weathered light brown 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 END BORE HOLE UNABLE TO PENETRATE
CLIENT: TGM GROUP PTY LTD PROJECT ADDRESS: Lara, Forest Road North, Curletts Road, Osterlund Road, Windermere Road REFERENCE NUMBER: H3005 DATE: GEOLOGIST: Andrew Redman DRILLING METHOD: 100mm diameter drill rig or hand auger TEST SITE 22 TEST SITE 23 TEST SITE 24 Depth mm SOIL PROFILE Fill C kPa Depth mm SOIL PROFILE Fill C kPa Depth mm SOIL PROFILE Fill C kPa 100 200 300 400 500 600 700 800 900 1000 1100 1200 SILTY CLAY dark brown moist firm LIMESTONE highly weathered light brown SILTY CLAY and variable lenses 100 200 300 SILTY CLAY dark brown moist and firm 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 THIS TEST SITE NOT ESTABLISHED 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 CLAY red brown moist and stiff brown brown grey and weathered limestone fragments 130+ 130+ 130+ 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 END BORE HOLE UNABLE TO PENETRATE 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 END BORE HOLE
CLIENT: TGM GROUP PTY LTD PROJECT ADDRESS: Lara, Forest Road North, Curletts Road, Osterlund Road, Windermere Road REFERENCE NUMBER: H3005 DATE: GEOLOGIST: Andrew Redman DRILLING METHOD: 100mm diameter drill rig or hand auger TEST SITE 25 TEST SITE 26 TEST SITE 27 Depth mm SOIL PROFILE Fill C kPa Depth mm SOIL PROFILE Fill C kPa Depth mm SOIL PROFILE Fill C kPa 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 THIS TEST SITE NOT ESTABLISHED 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 THIS TEST SITE NOT ESTABLISHED 100 200 SILTY CLAY dark brown moist firm 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 CLAY red brown moist and stiff LIMESTONE highly weathered light grey 130+ 130+ 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 END BORE HOLE
CLIENT: TGM GROUP PTY LTD PROJECT ADDRESS: Lara, Forest Road North, Curletts Road, Osterlund Road, Windermere Road REFERENCE NUMBER: H3005 DATE: GEOLOGIST: Andrew Redman DRILLING METHOD: 100mm diameter drill rig or hand auger TEST SITE 28 TEST SITE 29 TEST SITE 30 Depth mm SOIL PROFILE Fill C kPa Depth mm SOIL PROFILE Fill C kPa Depth mm SOIL PROFILE Fill C kPa 100 200 SILTY CLAY dark brown moist firm 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 THIS TEST SITE NOT ESTABLISHED 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 THIS TEST SITE NOT ESTABLISHED 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 CLAY red brown moist and stiff LIMESTONE highly weathered light grey 130+ 130+ 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 END BORE HOLE
CLIENT: TGM GROUP PTY LTD PROJECT ADDRESS: Lara, Forest Road North, Curletts Road, Osterlund Road, Windermere Road REFERENCE NUMBER: H3005 DATE: GEOLOGIST: Andrew Redman DRILLING METHOD: 100mm diameter drill rig or hand auger TEST SITE 31 TEST SITE 32 TEST SITE 33 Depth mm SOIL PROFILE Fill C kPa Depth mm SOIL PROFILE Fill C kPa Depth mm SOIL PROFILE Fill C kPa 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 THIS TEST SITE NOT ESTABLISHED 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 SILTY CLAY dark brown moist firm LIMESTONE highly weathered light grey 100 200 300 400 500 600 700 800 900 1000 1100 1200 SILTY CLAY dark brown moist firm LIMESTONE highly weathered light grey 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 END BORE HOLE UNABLE TO PENETRATE 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 END BORE HOLE
CLIENT: TGM GROUP PTY LTD PROJECT ADDRESS: Lara, Forest Road North, Curletts Road, Osterlund Road, Windermere Road REFERENCE NUMBER: H3005 DATE: GEOLOGIST: Andrew Redman DRILLING METHOD: 100mm diameter drill rig or hand auger TEST SITE 34 TEST SITE 35 TEST SITE 36 Depth mm SOIL PROFILE Fill C kPa Depth mm SOIL PROFILE Fill C kPa Depth mm SOIL PROFILE Fill C kPa 100 200 SILTY CLAY dark brown moist firm 100 SILTY CLAY dark brown 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 THIS TEST SITE NOT ESTABLISHED 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 CLAY red brown moist and stiff LIMESTONE highly weathered 130+ 130+ 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 CLAY red brown moist and stiff LIMESTONE highly weathered 130+ 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 END BORE HOLE 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 END BORE HOLE
Forest Road, Windermere Road, Curletts Road & Osterlund Court, Lara YEP.:S.PJI. SHEET tJI. 10830-01 OS 10F1 C) <'> "C") Schedule legend Current number of lots- 14 Proposed number of lots- 35 Exist ng average lot size - Proposed average lot size- 1.409 ha 0.561ha tJ Subj.«tSftc, Currrmt Lot Bculd;rv _ ..,.,.,.,. t Bou!W:I Increase in number of lots - 21 TGM Group Geelong A3 JIB ltiF. 01!11'411 T.M. N/A 1127-31 SWei:(POBoiC 1131) GeeloroJ""'3020 INDICATIVE LOW DENSITY RESIDENTIAL PLAN OF SUBDIVISlON C"IOID C.M. su,lf 1:e.ooo T D3 S2024600 F 0352024691 loSN 1I 125S6S46! CURLETT$ ROAD. LARA ""' 1s1eno13 N/A -. .awn ==:J ORA.=.III=G ="='· VUUJS.IIo. SIIEU llo. 10830-01 OS 1 OF 1