EIS 642
ABO1 9325
Environmental impact statement for proposed sandstone quarry
at Tomerong, south of Nowra in the City of Shoalhaven EIS £42 I I I ABU I
I ENVIRONMENTAL IMPACT STATEMENT I for proposed Sandstone Quarry at Toinerong I south of Nowra in the City of Shoalhaven I
I prepared for I Normans Plant Hire Pty.Ltd. by I D . P . JAMES I August 1990 I I I I
I NORMANS PLANT HIRE PTY.LTD., D.P.JANES & COMPANY, P.O.Box 808, P.O.Box 170, NOWRA, 2541. KOG.ARAH, 2217. I (044) 21.7200 (02) 588.2614. I I I I I I I
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Form 4. ENVIRONMENTAL PLANNING AND ASSESSMENT ACT, I 1979(Section 77(3)(d)) ENVIRONMENTAL IMPACT STATEMENT This Statement has been prepared on behalf of Normans Plant Hire Pty.Ltd. P.O.Box 808, NOWRA, 2541. being the applicant making the development application referred to below. This Statement accompanies the development application made in respect of the development described as follows: Extraction and processing of sandstone and ridge gravel. The development application relates to land described as follows: Portions 45, 58, 66, 102, 105, 108, and 159 parish of Tomerong, county of St.Vincent, City of Shoalhaven. The contents of this Statement, as required by Clause 34 of the Environmental Planning and Assessment Regulation, 1980, are set forth in the accompanying pages. I, Derek Patrick JAMES, of Kogarah, hereby certify that I have prepared the contents of this statement in accordance with Clauses 34 and 35 of the Environmental Planning and Assessment Regulation, 1980. Dated: 29 August 1990.
D.P.James, ARMIT, FIQ, MEIA. 11/62 Warialda Street, KOGARAH, 2217.
EIS 642 page 3
INTRODUCTION 1.1 General Introduction 1.2 Summary of Proposed Development I 1.3 Development Objectives EXISTING ENVIRONMENT I 2.1 Zoning 2.2 Planning Documents 2.3 Planning Proposals 2.4 Landform I 2.5 Land Use 26 Climate 2.7 Air Quality I 2.8 Water Quality 2.9 Noise 2.10 Flora & Fauna I 2.11 Traffic 2.11.1 Road Network 2.11.2 Traffic Movements. 2.11.3 Traffic Noise. I 2.11.4 Road Damage. 2.12 Economic Matters 2.13 Social & Cultural Matters I 2.14 Visual Impact 2.15 Archaeology 2.16 Soil & Water Conservation Matters 2.17 Forestry Matters I 2.18 Electricity Commission Matters. 2.19 Bushfire Risk 2.20 Legislative Control
Introduction 3.13.2 Extraction Sequence 3.3 Winning & Processing Hours of Operation 3.5 Employment 3.63.4 Services 3.7 Drainage & Erosion Control 3.8 Pollution Control 3.8.1 Air 3.8.2 Water 3.8.3Noise 3.9 Traffic 3.10 Reserves 3.11 Rehabilitation I I . page4 I
I ENVIRONMENTAl1 IMPACTS & PROTECTION MEASURES 4.1 Land Use 4.2 Climate I 4.3 Air Quality 4.5 Water Quality 4.6 Noise I 4.7 Flora 4.8 Fauna 4.9 Traffic 4.10 Economic Matters I 4.11 Social & Cultural Matters 4.12 Visual Impact 4.13 Soil & Water Conservation Matters I 4.14 Energy Requirements
ALTERNATIVES 5.1 Development Alternatives 5.2 "No Development" Alternative
6. JUSTIFICATION, ASSESSMENT & CONCLUSIONS I REFERENCES
CONSULTATIONS
APPENDICES 1 The Land 2 Noise Impact Statement I 3 Geology of Hellhole. 4 Soil and Water Management 5 Reconnaissance Survey of Native Flora and Fauna prepared by Peter Barrer, May 1990. I 6 Archaeological Survey prepared by Paul Packard
Figure 1 Location of the Land. Table 1 Summary of Weather Data. Table Parma Creek Water Quality I Table Peak particle velocity and air overpressure.
ATTACIIED PLANS PLAN 1 Existing Landform PLAN 2 Final Landform: Site 1 I PLAN 3 Final Landform: Site 2 I I . page5 I I. INTRODUCTION 1.1 General Introduction. The City of Shoalhaven is a developing region. This is shown in population changes of: 4.50% growth for the period 1976 to 1981 and I 5.01% growth for the period 1981 to 1985. Council predicts that the population will continue to grow at similar strong growth rates, ie 4% to 5%, for the foreseeable I future (1). The increase in population will result in an increase in demand for a full range of goods and services including quarry products. Private sector and public sector developments which require quarry products include land sub-divisions, building & I construction, new roadways and upgrading of existing roadways. The proponent, trading as Normans Quarries, is active in the I earthmoving and quarrying industry in the Shoalhaven area. In order to maintain its position as a supplier of quarry products and to meet the demand for these products Norinans Quarries is I undertaking this present development. The subject land is known locally as "Hellhole" and has been the site of sporadic quarrying. The land is surrounded by vacant Crown I land to the west, noxth and east and by state forest to the south and is sparsely populated. The land is centred about grid I reference 733213 on CMA map Huskisson (2), see Figure 1 1.2 Summary of Proposed Development The land is freehold land with a total area of 274.56 ha and adjoins the northern extremity of Yerriyong State Forest (State I Forest No.920). The proposed development is restricted to two sites in the eastern and south-eastern parts of the land and equals about 16.5 ha, some 6% of the total. The land falls and drains to Parrna I Creek which bisects the land. Access to the land is via Blackbutt Range Road (also known as Blackbutt Ridge Fire Trail) off the Princes Highway. I The proposal is to extract and process sandstone into a number of quarry products. Extraction will be by drill and blast to form broken stone. This material will be loaded by front-end loader I either directly into a mobile crushing plant or into boot trucks for transport to the crushing plant. The crushing plant incorporates primary and secondary crushers, transfer conveyors and I screens. Water sprays on the plant will dampen the products as they pass to stockpiles to reduce dust. Sandstone byproducts from the crushing operation will also be I produced. The land also contains ridge gravel; this will be extracted by front-end loader and crushed and screened to form I uniform products. I I page6 I Quarry products will be removed by trucks. The truck traffic route will be along Blackbutt Range Road to the Princes Highway. The estimated initial annual production is 100,000 tonnes. This average production will require 18 truck loads per day based on 50 I weeks per year at 5.5 days per week and loads of 20 tonnes. The 18 loads (36 truck movements) per day can be expected to increase as the operation develops; an annual growth of about 3% to 5% is I likely. Partof portions 102 and 159 have been disturbed by previous quarrying. The development includes the removal and processing of the overburden dumps, mullock heaps and broken stone from this previous quarrying and the rehabilitation of the land. p The reserves to be extracted on the land are estimated to be 3,000,000cubic metres. At an initial extraction rate of 100,000 tonnes p.a. and an annual growth of 5% the reserves a sufficient for 25 to 30 years. The land will be rehabilitated progressively. The development will employ 7 persons directly and about 14 others indirectly.The development will supply quarry products locally and regionally to local council, state government bodies and private industry.
The development will make an important contribution to the local economy by supplying quarry products at competitive prices, providing direct and indirect employment and by providing income to the landowner and proponent. 1.3 Development Objectives. The objectives of the development are: to extract from the land some 3,000,000 cubic metres of I material, namely sandstone and ridge gravel, to process this material into a range of quarry products, I to supply these products to the local and regional markets, to rehabilitate those parts of the land disturbed by I previous quarrying, and to carry out the development in an environmentally sensitive manner, particularly with respect to the flora I and fauna on the land. I n I I I
NOWRA 14km PI7INCES HIGHWAY 2kg,, — 15030 40 72 73 74 75 76 77 78 79 230 81 82 83 34 85 86 87 88 89 00 24 - j iir i2___ I I I Bid Crii f' 7 / 173 H 'H I (! / I) : I CeHala Oeac \ \ t 6 \ , (I I / — - I —2. •4 I ) li ( J ( •: • i22 ( Woollamia \\ • M y 1ç i\ - — -) • 21 ;-T-1 '- All ;; •7'! 041 T,TVl 1, I / ,, • i - - / ) 2arnIirou0 1 I TnpniI ndo //d
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Fiqure 1. Location of the land. Scale 1:100,000. Derived from Natmap Jervis Bay 9027.
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I page 7 2. EXISTING ENVIRONMLENT
2.1 Zoning. The land is zoned Rural 1(a) under Local Environmental Plan 1985 I (Amendment No.14) made on 29 January 1990 (vide Govt. Gaz. No.18, folio 893, 2 Feb.1990. Local Environmental Plan 1985, originally was gazetted on 17 May 1985.) The objectives of this zone are to I protect the agricultural potential of rural land and to prevent the fragmentation of viable rural holdings. Under this zoning extractive industry is permitted with the consent of Council. I 2.2 Planning Documents. The Illawarra Regional Environmental Plan No.1 (3) published in 1986, includes the land. The Plan which has been amended by Local I Environmental Plan 1985 (Amendment No.14) includes 17 sheets of Policy maps which have been examined to determine their effect on the land. I Sheet 2: Land of Prime Crop and Pasture Potential. The land is not identified on the map. Sheet 8: Wildlife Corridors. The land is identified in as a wildlife corridor. This was noted in the advice received from the Director of the Dept.of Planning. Sheet 10: Land containing Extractive Material The land is not identified on the map. The closest quarry deposits are given as Conjola, Milton and Ilarôo on the Shoalhaven River. Sheet 13: Airport Buffer Zone The land is outside the Nowra airport buffer zone. Sheet 15: Land with Landscape or Environmental Attributes The land is not identified on the map. Council has prepared a number of planning documents as part of the overall planning control of the City. The Shoalhaven Draft Rural Environmental Study (1) has been adopted by Council and forms the basis for rural development in the City. This Study also addresses extractive industry matters both resources and existing operations. [Extractive industry resources of the Shoalhaven area are detailed in a Dept. of Mineral Resources & Energy report. An abstract of this report and others are included in Appendix 3.1
Local Environmental Plan 1985 (Amendment No.14), also known as the Nowra Hill LEP, is the current planning instrument for the subject land. Sheet 2 of this instrument amended Sheet 16 the Illawarra Regional Environmental Plan No.1. Sheet 16 in both the original and amended forms does not affect the land. Prior to the Nowra Hill LEP Council prepared an Environmental Plan Report for Nowra Hill (4). The Illawarra Region Wetlands Study, 1983, (5) includes the land in that the study covers Jervis Bay and the catchment of Jervis Bay. This catchment is given as being 267 square kilometres. Parma Creek is neither mentioned in the text or shown in Map 5.3 of the Study as being part of the Jervis Bay catchment. The master copy of Map 5.3 does show Parma Creek as being part of the Jervis Bay catchment.
page 8 I The land is not covered by the Illawarra Region Landscape and Environmental Study, 1981, (6). 2.3 Planning Proposals. I The Australian ConservationFoundation has recently published a proposal for a Jervis Bay Marine Park (7). This proposal covers the Jervis Bay area plus part of the catchment flowing into Jervis I Bay. The proposal states that "the entire catchment - including the catchinents of ... Parma Creek - needs a management regime that ensures the bushland and wildlife continue to flourish" (7). Parma I Creek is part of the land, see Figure 1 and Appendix 1. More recently the N.S.W.Environinent Minister announced that legislation to create a new marine park system would be introduced I in the next few months (8). The marine parks would include the waters around Jervis Bay (8) and, it is assumed, be similar to the I A.C.F. proposal. 2.4 Landform. The land collectively is known locally as "Hellhole" and is bisected by Parma Creek. The land is at two elevations: a plateau r at about 170 m.AHD surrounding a valley containing the Creek at about 120 m.AHD (2). The land contains vertical to near vertical cliffs. The cliffs are only a small part of the land and they act I as boundaries between the plateau which is generally flat and the valley floor. The valley floor has a range of gradients which vary I from flat to slopes in excess of 18 2.5 Land Use. The land is unused at present. The land has been used as a quarry for ridge gravel and for sandstone. Evidence of this previous use I remains in the form of overburden dumps, mullock heaps, raw material stockpiles and broken rock. I Quarrying, for the removal of gravel over an area of 2.4 ha, was carried out on the Crown land adjoining portions 102 and 159 (9) originally by a local contractor and now by Shoalhaven City Council I under P0 86/17. Portion 66 is subject to a mining lease for clay I Portion 102 is affected by a transmission line easement 45 metres wide on the southeast corner of the land, see Appendix 1. I Timber has been taken from the land. Improvements on the land are access tracks, a dam, culverts, bridges over creeks, quarry faces, some fences and power line structures. I The land conforms to Class VIII of the Soil Conservation Service rural land capability classification being land not suitable for agricultural or pastoral production because of severe physical I limitations to the land. The land conforms to Class 5 of the Department of Agriculture agricultural suitability classes being I land unsuitable for agriculture. I page 7 I 2. EXISTINGENVIRONMENT 2.1 Zoning. The land is zoned Rural 1(a) under Local Environmental Plan 1985 I (Amendment No.14) made on 29 January 1990 (vide Govt. Gaz. No.18, folio 893, 2 Feb.1990. Local Environmental Plan 1985, originally was gazetted on 17 May 1985.) The objectives of this zone are to I protect the agricultural potential of rural land and to prevent the fragmentation of viable rural holdings. Under this zoning extractive industry is permitted with the consent of Council.
I 2.2 Planning Documents. The Illawarra Regional Environmental Plan No.1 (3) published in 1986, includes the land. The Plan which has been amended by Local U Environmental Plan 1985 (Amendment No.14) includes 17 sheets of Policy maps which have been examined to determine their effect on theland. Sheet 2: Land of Prime Crop and Pasture Potential. The land is not identified on the map. Sheet 8: Wildlife Corridors. The land is identified in as a wildlife corridor. This was noted in the advice received from the Director of the Dept.of Planning. I Sheet 10: Land containing Extractive Material The land is not identified on the map. The closest quarry deposits are given as Conjola, Milton and Ilarbo on the Shoalhaven River. I Sheet 13: Airport Buffer Zone The land is outside the Nowra airport buffer zone. I Sheet 15: Land with Landscape or Environmental Attributes The land is not identified on the map. I Council has prepared a number of planning documents as part of the overall planning control of the City. The Shoalhaven Draft Rural Environmental Study (1) has been adopted by Council and forms the basis for rural development in the City. This Study also addresses I extractive industry matters both resources and existing operations. [Extractive industry resources of the Shoalhaven area are detailed in a Dept. of Mineral Resources & Energy report. An abstract of I this report and others are included in Appendix 3.1 Local Environmental Plan 1985 (Amendment No.14), also known as the I Nowra Hill LEP, is the current planning instrument for the subject land. Sheet 2 of this instrument amended Sheet 16 the Illawarra Regional Environmental Plan No.1. Sheet 16 in both the original and amended forms does not affect the land. Prior to, the Nowra I Hill LEP Council prepared an Environmental Plan Report for Nowra - Hill (4). The Illawarra Region Wetlands Study, 1983, (5) includes the land in that the study covers Jervis Bay and the catchment of Jervis Bay. This catchment is given as being 267 square kilometres. Parma Creek is neither mentioned in the text or shown in Map 5.3 of the I Study as being part of the Jervis Bay catchment. The master copy of Map 5.3 does show Parma Creek as being part of the Jervis Bay I catchment.
page 8 I The land is not covered by the Illawarra Region Landscape and Environmental Study, 1981, (6). 2.3 Planning Proposals. I The Australian ConservationFoundation has recently published a proposal for a Jervis Bay Marine Park (7). This proposal covers the Jervis Bay area plus part of the catchment flowing into Jervis I Bay. The proposal states that "the entire catcbment - including the catchments of ... Parma Creek - needs a management regime that ensures the bushland and wildlife continue to flourish" (7). Parma I Creek is part of the land, see Figure 1 and Appendix 1. More recently the N.S.W.Environment Minister announced that legislation to create a new marine park system would be introduced I in the next few months (8). The marine parks would include the waters around Jervis Bay (8) and, it is assumed, be similar to the I A.C.F. proposal. 2.4 Landforin. The land collectively is known locally as "Hellhole" and is r bisected by Parma Creek. The land is at two elevations: a plateau at about 170 m.AHD surrounding a valley containing the Creek at about 120 m.AHD (2). The land contains vertical to near vertical cliffs. The cliffs are only a small part of the land and they act I as boundaries between the plateau which is generally flat and the valley floor. The valley floor has a range of gradients which vary r from flat to slopes in excess of 18 2.5 Land Use. The land is unused at present. The land has been used as a quarry for ridge gravel and for sandstone. Evidence of this previous use I remains in the form of overburden dumps, mullock heaps, raw material stockpiles and broken rock. I Quarrying, for the removal of gravel over an area of 2.4 ha, was carried out on the Crown land adjoining portions 102 and 159 (9) originally by a local contractor and now by Shoalhaven City Council I under P0 86/17. Portion 66 is subject to a mining lease for clay I Portion 102 is affected by a transmission line easement 45 metres wide on the southeast corner of the land, see Appendix 1. I Timber has been taken from the land. Improvements on the land are access tracks, a dam, culverts, bridges over creeks, quarry faces, I some fences and power line structures. The land conforms to Class VIII of the Soil Conservation Service rural land capability classification being land not suitable for agricultural or pastoral production because of severe physical I limitations to the land. The land conforms to Class 5 of the Department of Agriculture agricultural suitability classes being I land unsuitable for agriculture. I page9 I 2.6 Climate. The land is located about 20 km from the coast and hence has a coastal weather pattern. Climatic data for the nearest weather station are summarised in Table 1. From Table 1 it can be seen I that the land has an annual rainfall of about 1100 mm and that mean temperatures vary between 6 and 26 degrees celcius. Rainfall data,ie intensity-frequency--duration, was obtained .I directly from the Bureau of Meteorology for the specific location and was used for drainage calculations in Appendix 4. Specific temperature inversion data for the land are not available.
I Meteorological reports for Jervis Bay and Sydney (10,11) give the following frequency of inversions expressed as a percentage of nights per season. Jervis Bay Sydney I summer 30% 50% autumn 50% winter 50% 100% I spring 50% Since the land is only about 20 km from Jervis Bay the inversion data for Jervis Bay may be applied to the land. Thus it may be I assumed that temperature inversions would occur on about 50 % of the nights per year. Such temperature inversions should disperse within about 1 hour of sunrise. I Wind data are available for Nowra RAN Air Station for 9 am and 3 pm observations and are given in Table 1. Morning winds are from the
I west/northwest in autumn and winter and from the south to northwest in the warmer months. Afternoon winds show a similar pattern being from the west in the cold months and from the east in the warm months. Air drainage on the land should follow Parma Creek, that I is to the north-northeast.
2.7 Air Ouality. I The land is remotely located in natural bushland and has an adequate vegetation cover of grass and shrubs and trees. Generally dust is not a problem and air quality is high. Some of the land
I has been extracted and imperfectly rehabilitated so that unvegetated sand and clay remains exposed. This comment also applies to the Council quarry on Crown land adjoining the eastern boundary of portions 103 and 159 held under P0 86/17. Under dry I windy conditions these unvegetated lands may pose a dust hazard. The access roads Blackbutt Range Road, Parma Fire Road and Hell Hole Road are made but unsealed Crown roads. Vehicles passing over
I these roads are potential sources of dust. 2.8 Water quality The land is within the Clyde River Basin, Basin No.21.6. Parma I Creek flows into Currambene Creek which in turn flows into Jervis Bay at Huskisson.
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page 10 I rainfall in mm: mean (row 1) and median (row 2) (a) JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC YEAR I 96 131 155 91 95 110 52 68 59 129 99 64 1149 52 1030 I 71 85 83 51 71 65 40 43 39 102 56 mean number of raindays (a) JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC YEAR I 13 12 12 9 10 11 7 9 10 13 13 11 130
mean daily temperature in degrees celsius: maximum & minimum (b) I JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 25.8 25.8 24.6 22.2 19.0 16.3 15.7 17.1 19.3 21.3 23.4 23.5 I 15.9 16.4 14.9 12.1 9.5 7.6 6.1 6.7 8.3 10.7 12.5 14.5
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC I Predominant wind direction at 0900 hours (C) S S S/NW NW W/NW W/NW W/NW W/NW W/NW W/NW S/NW S/NW Predominant wind direction at 1500 hours (c) I E/SEE E SE W W W W W E E E for the period 1942 to 1983 k for the period 1955 to 1984 (C) for the period 1955 to 1986 Table 1. Weather data for Nowra R.A.N. Air Station, I Met. station No.068076. U No. Name N Mean Std. Dev. Minimum Maximum i Cond-Lab 19 242.10 37.40 135.00 300.00 I 2 Cond-RO 13 266.46 92.01 174.00 534.00 3 pH 18 6.77 0.33 6.30 7.46 4 Cl 17 61.18 6.56 48.92 73.03 5 SO4 16 5.68 3.08 0.96 11.04 I 6 HCO3 17 16.47 8.57 7.93 45.15 7 Ca 17 5.60 3.20 2.40 16.03 8 Mg 17 6.33 2.30 3.52 13.61 I 9 Na 17 29.84 4.31 22.07 36.09 10 K 17 1.10 0.54 0.78 2.73 I notes Cond-Lab = laboratory determination of conductivity and Cond-RO = regional office determination of conductivity both expressed in micro siemens I Items 4 to 10 expressed as mg/litre Table 2. Parma Creek Water Quality Results for the period I 1969 to 1986, Station No. 216003. Data from the Department of Water Resources. I
page 11 I The local creek system consists of Currainbene Creek which rises at H.M.A.S. Albertros and is joined by Yerriyong Gully and Parma Creek. The confluence of Parma Creek with Curranthene Creek is at Falls Creek. Two stream gauging stations, details below, are I located at the confluence of the two Creeks. The Parma ,Creek Station has a catchment of 65 sq.km. and was in use between 1969 to I 1977. No. Stream Location Catchment Comments 216004 Currambene Cr. Falls Creek 95 sq.km operational I 216003 Parma Cr Falls Creek 65 sq.km discontinued Water quality data from the Department of Water Resources have been analysed in order to give an overall idea of the water quality. I The results are given in Table 2. From Table 2 with respect to the physical and inorganic analyses the water in Parma Creek has a quality well within the limits for Australian drinking water (12). I Parma Creek is a prescribed creek under the provisions of Section 26D of the Soil Conservation Act. Parma Creek is not classified under the Clean Waters Act. I Drainage from the land is to Parma Creek. The vegetative cover of most of the land ensures that the sediment pick-up by surface run- of f water is minimal. Those area of the land which have been I cleared for quarrying, see Section 2.3 above, are likely sources of sediment pick-up and subsequent contamination of the surface run- I off water. 2.9 Noise. The land is remote and isolated with only one nearby residence and has a noise quality consistent with such a rural location. A Noise I Impact Statement has been prepared and is included here as Appendix 2. The nearest residence to the land is located about 1.9 km south I - southeast from the southeast corner of the land. The land is about 3.5 km east of the southern arm of the airport buffer area of Nowra Airport and H.M.A.S. Albertros (R.A.N. air I station) (3). 2.10 Flora and Fauna. The existing flora and fauna has been surveyed and is fully I described in Appendix 5: Reconnaissance Survey of Native Flora and Fauna. The land supports a diverse range of flora and fauna and I has high to very high habitat values. The flora includes at least six rare plant species and one vulnerable specie. In broad summary the flora may be described as follows: I on the plateau, mainly open forest with smaller areas of woodland, open woodland, scrub, heath and wetlands in the northeast and southwest I within the valley, open forest, tall open forest and closed forest (warm temperate rainforests). The land is r!ch in fauna. The Reconnaissance Survey detected 15 I species of native mammals, 3 introduced species of mammals, 47 species of birds and 8 species of reptiles. Of particular note is I the presence of vulnerable mouse-sized White-footed Dunnart I I . page 12
(Smiinthopsis leucopus) and almost certain presence of the Brush- I tailed Rock Wallaby (Petrogale penicillata). The rare Sooty Owl (Tyto tenebricosa) is thought to be present in the area. Uncommon or rare species such as the Southern Emu Wren (Stipiturus I malachurus) and Beautiful Firetail (Emblema belluin) are present in and about heathy habitats. I 2.11 Traffic 2.11.1 Road Network The local traffic network consists of the Princes Highway which is I the main traffic route for north south traffic. Various side roads cater for local traffic. Access to the land from the Highway is via Blackbutt Range Road (also known as Blackbutt Ridge Fire Trail) on the western side of the Highway about 18 km south of Nowra. I Blackbutt Range Road is a Crown road maintained by the Forestry Commission to the standard of a two lane Class B forestry road. The intersection of Blackbutt Range Road and the Highway is a I slightly elevated, 90 , "T" intersection. At the intersection the Highway is straight and even in both directions and sight distances are about 700 metres north and 300 metres south. These sight I distances are within the guidelines for rural roads (13). 2.11.2 Traffic Movements. The Roads & Traffic Authority maintains two traffic counting I stations on the Princes Highway near Blackbutt Range Road. The latest available data in AADT for the these stations are: I Station Year Number 1978 1980 1982 1984 1986 1988 1990 07053* 6990 7860 8960 9800 10163 11467 13000e I 07055** 3840 4730 6024 6800e 7700e * Princes Highway at Klimpton, north of MR 312, Huskisson Road. I ** Princes Highway at Tomerong, north of TR 92, Thrpentine Road. e estimated I 2.11.3 Traffic Noise. The route from the land to the Highway along Blackbutt Range Road passes within 300 metres of one residence at grid reference 786218 on the Huskisson sheet (2). The same residence is about 450 metres I from the Highway. The D.M.R., now the R.T.A. has published guidelines for the prediction and measurement of road traffic noise (14). These guidelines have been used in the Noise Impact I Statement, Appendix 2, to calculate the noise traffic levels. 2.11.4 Road Damage. The Princes Highway is State Highway No.1 and National Route No.1, I is maintained by the Roads & Traffic Authority and is designed as an all weather, all traffic roadway. I Blackbutt Range Road is a formed but unsealed Crown road under the care and maintenance of the Forestry Commission. Heavy traffic passing over this road, particularly in wet weather can be expected I to damage the road. At present (Feb.1990) the road is in poor repair and needs to be graded and its drainage improved. I I I . page 13 I 2.12 Economic Matters. At present the land is unused although previously some quarrying has occurred. The proposed development will provide income and employment to the landowner, the proponent and it's employees and I also indirect employment to others in the transport industry. The regional market area for the majority of the quarry's products I is from about Berry in the north to Milton and Ulladulla in the south. Some products, such as stabilised roadbase, may have an extended market. The quarry supplies materials to consumers within I the region at competitive prices to the benefit of both producer and consumer.
2.13 Social & Cultural Matters. Although the land has considerable environmental value because of the flora and fauna it contains it has no particular social or I cultural value. The surrounding land is vacant Crown land and State Forest. The archaeology of the land is described below in Section 2.14 and in detail in Appendix 6. I A Development Application (DA89/2448) is before Council for an off- road racing circuit on Crown land near the intersection of Blackbutt Range Road and Parma Fire Road. This proposal would I probably increase both the traffic along Blackbutt Range Road and .background noise level when race meetings are held. I 2.14 Visual Impact The land consists of seven parish portions surrounded by vacant Crown land to the north, east and west and Yerriyong State Forest to the south. The land is at two elevations: a plateau at about I 170 m.AHD surrounding a valley containing Parma Creek at about 120 in.A[TD. Because the land is private freehold land public access is limited consequently the visual amenity is undeveloped. The I existing visual amenity of the land described as foreground, middleground and farground (distant) views is as follows. I FOREGROUND VIEWS. on the plateau views are mainly of unaltered Dry Sclerophyll Forest with some wetlands in the north. Those parts of the plateau which have been quarried, that is part portions 102 and 152 and part of I the adjoining Crown land, have a greatly disturbed surface from which the vegetation has been removed. The visually amenity of these areas is poor. Within the valley the closed forest restricts I foreground views to the immediate vicinity. MIDDLEGROUND VIEWS. From the cliff line on the edge of the plateau it is possible view I the valley floor. Such views are of unaltered bushland sloping down to the closed forest of the valley. On the southern boundary of the land the bushscape is altered by the transmission line and I it's cleared easement. FARGROUND VIEWS. I Distant views are from the cliff line on the edge of the plateau. These are of unaltered bushland extending to the limit of sight. I page 14 I 2.15 Archaeology. The land is made up of seven parish portions which total 274.56 ha. Surveys of the land were made between 1885 and 1933. The portions I were granted between 1911 and 1934. Portion Date of Survey Date of Grant Area,ha h 45 10 08 1886 22 07 1913 19.93 58 03 07 1895 29 06 1921 16.19 66 20 03 1933 25 01 1934 36.12 k 102 22 10 1885 10 12 1912 80.94 105 21 01 1886 22 07 1913 16.19 108 06 02 1886 11 03 1919 24.25 I 159 17 09 1884 19 09 1911 80.94 The land has as improvements some rural fences, access tracks and quarry workings. The land does not contain any buildings and I except for tree stumps from timber felling there is no evidence of European land use. An archaeological survey of the land has been carried out and is I included here as 1ppendix 6. The survey found that the land had no particular archaeological potential. I 2.16 Soil & Water Conservation Matters The land is within the Jervis Bay catchment which in turn is within the Clyde River Basin, Water Resources Commission Basin No.216. I The land contains Parma Creek which flows to the north and east and joins Currambene Creek [at grid reference 804277, Nowra CMA map (15)] and which in turn flows into Jervis Bay. I The plateau part of the land is generally flat and as the slope is less than 18 it is not protected land under the Soil Conservation Act 1938 nor is approval under Section 21D of the Act required to I remove trees. The valley floor has a range of gradients which vary from flat to slopes in excess of 18 . The land also contains vertical to near vertical cliffs. These cliffs however only make up only a small part of the land and act as boundaries between the H plateau and valley floor. Parma Creek is a prescribed stream under Section 21D of the Soil I Conservation Act, 1938. Under Section 21D of the Act approval is required to remove or destroy trees within 20 metres of a prescribed stream. No extraction is proposed near the Creek hence I approval under this Act is not required. Approval under Section 23A of the Rivers and Foreshores Improvement (Amendment) Act 1981 is required to remove extractive material from I within 40 metres of the bank of Parma Creek. As stated above the land conforms to Class VIII of the Soil k Conservation Service rural land capability classification being land not suitable for agricultural or pastoral production because I of severe physical limitations to the land. Soil and Water management details are given in Appendix 4. I I
pagel5 I 2.17 Forestry Matters. The southern boundary of portions 45, 66 and 102 is contiguous with part of Yerriyong State Forest (State Forest No. 920). The most direct access to the land is from the Princes Highway via Blackbutt U Range Road. This road is a Crown road and was specifically excluded from Yerriyong State Forest when the forest was gazetted (16). The road is used as a forestry road and its care and I maintenance is carried out by the Forestry Commission. Yerriyong State Forest would be harvested under a 60 to 80 year I cutting cycle and at peak activity some 4 loads per day, that is 8 timber truck movements per day could pass along Blackbutt Range Road. I 2.18 Electricity Commission Matters. An easement, 45 metres wide, for a transmission line passes through the southeastern corner of Portion 102. The line is Line 98H/1, I the Shoalhaven - Ulladulla 132 kV Transmission line which was commissioned in about 1988. Developments within transmission line easements are of concern to Electricity Commission of New South Wales and to the Illawarra County Council. Control of this line I has been transferred from the Commission to the County Council. Both the Commission and the County Council were consulted and their responses are included in Section 8 of the Statement. The I Electricity Commission's general comments are: CLEARANCE: The maximum permissible height of vehicles (including antenna if I fitted) passing under transmission lines is 4.3 metres. DANGER OF LONG SECTIONS OF METAL CONDUCTORS: Long sections of metal conductors running parallel to overhead conductors may pick up induced currents and consequently give rise I to electric shocks and/or corrosion problems. EXCAVATIONS: Excavations should not be carried out within 16 metres of a I transmission structure base. ACCESS: Electricity Commission plant and personnel to have access to all I parts of the easement at all times. DANGEROUS GOODS: The storage of explosives or inflammable fuels or materials on the easement is not permitted. I DUST GENERATION: The Electricity Commission requests that close attention be paid to dust control as dust can settle on insulators and lead to short I circuit conditions. This is particularly so in dusty conditions followed by light rain when insulator flash-over may occur. BLASTING AND USE OF EXPLOSIVES: The normal upper limit of ground vibration acceptable to the I Commission at the location of a transmission line structure is 4 mm/second peak particle velocity. Discussion with the Commission has revealed that the 4 mm/second value applies to substations and I may be considered a future requirement as a substation is proposed. Under these circumstances a higher value of 25 mm/second or more may be acceptable until a substation is built. The County Council I expressed concern that fly rock from blasting could damage insulators and cause a failure of the line. I page 16 I 2.19 Bushf ire Risk The land is within the Eastern Fire Zone being part of the Illawarra Weather Forecast District and is serviced by the Tomerong I Bush Fire Brigade. The last major fire was 1980/81. The following bushf ire hazard is based on Circular No.74 issued by the Department of Planning (17), topographical data is derived from I the Huskisson map (2). The land is at two elevations: a plateau at about 170 rn.AHD surrounding a valley containing the Creek at about I 120 m.AHD. PLATEAU. The development will be restricted to two sites on the plateau, namely Site 1 (east site) and Site 2 (south site). The vegetation I of both sites corresponds to Dry Sclerophyll Forest; such vegetation has a Vegetation Hazard Index of 2.8. Site 1 slopes to the west and has a fall of 10 metres over 250 metres giving a I gradient of 4% and a Slope Index of 1. Site 2 slopes to the north and east and also has a fall of 10 metres over 250 metres giving a gradient of 4% and a Slope Index of 1. I The Overall Hazard Score equals Vegetation Hazard Index x Slope Index. Since Site 1 and Site 2 have the same gradient, Slope Index and vegetation the Overall Hazard Score for both sites is 2.8. A I 2.8 Overall Hazard Score is considered to be a medium hazard score. Site access and egress is good being served by Blackbutt Range Road I and Parma Creek Fire Trail. The Electricity Commission easement to the south acts as a fire trail and firebreak. Site 1 is partially cleared which further reduces the fire hazard. I VALLEY. The valley has slopes of between 0 - 5% and 5% - 10% which have Slope Indices of 1 and 1.5. The vegetation corresponds to Wet I Sclerophyll Forest (Coastal) with a Vegetation Hazard Index of 1.7. The valley thus has an Overall Hazard Score of between 1.7 and 2.55 which are considered to be medium hazard scores. The valley also I contains some rainforest vegetation which, with a Vegetation Hazard Index of 0.56, has a low Overall Hazard Score of 0.56. Access and egress to the valley is not good with one track from the I Site 1 down to the valley and a second track in portion 108. The proposed development has a low "damage by fire" risk; the nature of extractive industry is to clear land thus removing fuel I and forming firebreaks. The main loss from fire would be damage to stores and ancillary buildings about the development site. The development includes the construction of water dams to act as I settling basins and retention structures for stormwater. These water sources will be available for fire fighting purposes.
I I page 17 I The bush fire history of the area below has been obtained from Council (18). period comments 1951 1952 wildfire, whole of the land I 1956 1957 wildfire, part of SE corner 1980 1981 wildfire, whole of the land 1986 ground hazard reduction, crown land I Comments from Shoalhaven City Council's Fire Control Officer (18) are that the highest fire risk is from the vacant Crown land to the west of the development as typically bushfires start in these areas I and move in an easterly direction. The fire trails around the land are useful in that they give good access to the plateau parts of the land. Access to the valley is limited. The construction of dams on the land would be a useful source of water for fire I fighting.
I 2.20 Legislative Control. Various Acts control the extractive industry. Under these Acts approvals, licences and/or compliance are required to extract or I operate. ENVIRONMENTAL PLANNING AND ASSESSMENT ACT, 1979. Approval under the Act is required to carry out the development. STATE POLLUTION CONTROL COMMISSION ACT, 1970. This Act coordinates the Pollution Control Acts which are the Clean Air Act, I 1961, the Clean Waters Act, 1970 and the Noise Control Act, 1975. SOIL CONSERVATION ACT, 1938, as amended. Under Section 21D of the Act land within 20 metres of a prescribed stream is "Protected Ij Land" and an "Authority to Destroy or Damage Trees" is required. The Parma Creek is a prescribed river under the Act. I RIVERS & FORESHORES IMPROVEMENT ACT, 1948, as amended. Approval under Section 23A of the Act is required to remove material from "protected river land" which includes the bed, banks or from within E 40 metres of the banks of a river. Material includes soil, sand and gravel. This Act is administered by the Department of Water Resources. I Application for approval under this Act is normally made after the granting of Council consent. The Department inspects such operations to ensure conformance with the conditions of the Section I 23A approval. P MINES INSPECTION ACT 1901. This Act provides for the health and L safety of miners and quarry workers, facilities at mines, safe working practices, etc. I I 11 page 18
I 3. PROPOSED DEVELOPMENT. 3.1 Introduction. I To maintain the existing demand and to meet the future demand for sandstone quarry products for supply to both the public and private sector there is a need for an efficient, viable quarry operation in U the Nowra region. In recent years there has been a trend towards the use of crushed sandstone materials for use in road construction. These materials I are used as crushed or mixed with lime and/or cement to form stabilised road base. The market area for such products is within a radius of 30 to 40 km from the subject land and extends from I Nowra and Berry in the north to Milton and Ulladulla in the south. The proponent, Normans Plant Hire Pty.Ltd., has been active in the extractive industry in the Shoalhaven region for some time I supplying roadbase materials and other quarry products. Access to the land will be by means of the Crown roads: Blackbutt I Range Road, Parma Fire Road and Hell Hole Road. An application has been made to the Forestry Commission for legal access, by means of an occupation permit, through Yerriyong State Forest to the I southern boundary of Portion 102 to serve Site 2. 3.2 Extraction Sequence. The development consists of two product groups on two extraction I sites. The product groups are surface deposits of ridge gravels and crushed sandstone products. T Extraction from the land will be in the following general sequence. Ridge gravels will be removed first. Sandstone will be extracted once the overlying ridge gravel and overburden has been removed. The fine undersized material from the crushing of sandstone will be I processed to form sandstone byproducts. For the two extraction sites the general sequence will be: I SITE 1: the eastern site located on the existing quarry in portions 102 (northeast part) and 159 (southeast part) to be extracted first followed by Site 2. Much of Site 1 is disturbed from previous quarrying and contains overburden dumps, mullock I heaps and broken stone. Removal and/or processing of these materials will be part of the development of Site 1. For Site 1 I extraction will commence in the south and proceed to the north. SITE 2: the southern site is located in south part of portion 102 will be extracted after Site 1. For Site 2 extraction will I commence in the west and proceed to the east.
3.3 Winning & Processing. 1 For each extraction area the overburden will be stripped and stored in bunds about the land for use in post-extraction rehabilitation. Prior to stripping vegetation will be knocked down and whenever I practical mulched to be used as a seed source in rehabilitation. For ridge gravel a bulldozer will be used to rip and loosen the page 19 I material and to form it into raw material stockpiles. Raw material is then loaded by front-end loader into a diesel powered screen to form a screened product. Oversized material is passed to a I separate stockpile for storage prior to subsequent crushing. Sandstone will be extracted by ripping with a bulldozer and/or drill & blast depending on the strength and hardness of the in situ I material. Although the former is preferable the high strength of the sandstone makes it unlikely. For ripping a wide sloping face will be developed to allow the bulldozer to work safely and to I blend the sandstone. For drill and blast extraction near vertical quarry faces will be developed. These will be about 10 metres high depending on the strength and uniformity of the sandstone with 15 metres as the average maximum face height. Generally blasting will I be carried out at a frequency of 2 blasts per month. Once broken the sandstone will be loaded directly into a mobile I crusher or into boot trucks for transport to a centrally located mobile crusher. The crusher incorporates primary, secondary and tertiary crushing plus screens. Products from the crusher pass via conveyors to stockpiles. Undersized material from the crusher will I be processed to form sandstone byproducts.
Drill & Blast. I The following details on drilling and blasting are derived from the ICI Handbook of Blasting Tables (19). Drill hole diameter, D, is usually used to set the limits on I quarry bench height. Thus for the nominal diameters of 65 mm and 75 mm the range of dimensions is as follows: range D= 65mm D= 75 mm I bench height 60D to 140D 3.1 - 9.1 m 4.5 - 10.5 m stemming 20D to 30D 1.3 - 1.9 m 1.5 - 2.2 m I subgrade 8D to 12D .5 - .8 m .6 - .9 m Standard ANFO explosive has a bulk density of 0.8 g/cu.crn. hole diameter 65mm 75 mm I linear density 2.73 kg/rn 3.63 kg/rn charge: 10 metre hole 25kg 35kg charge: 15 metre hole 40kg 55kg I Using single hole firing the Maximum Instantaneous Charge (MIC) is equal to the hole charge. The calculated environmental effects of peak particle velocity and air overpressure for these charges at I different distances are given in Table 3. In practice the effects may be expected to vary. MIC quantities are based on a "blue metal' type competent rock consequently a smaller charge is likely I for sandstone which is a weaker rock. Other blasting parameters to be considered are burden, spacing and the number of rows per blast. These depend on the strength of the I rock and and for rows the size of the blast. Typically values are: burden 25 D to 40 D spacing 27 D to 55 D I no of rows 3 to 6. I I
I. page 20 I
65 mm dia. 10 metres long, 25 kg MIC I distance ppv Overpressure 200 metres 4.3 mm/sec 120.2 dB(Lin) 300 metres 2.3 mm/sec 116.6 dB(Lin) I 400 metres 1.4 mm/sec 113.6 dB(Lin) 500 metres 1.0 mm/sec 111.3 dB(Lin) 65 mm dia. 15 metres long, 40 kg MIC I distance ppv overpressure 200 metres 6.3 mm/sec 121.8 dB(Lin) 300 metres 3.3 mm/sec 117.6 dB(Lin) I 400 metres 2.1 mm/sec 114.6 dB(Lin) 500 metres 1.5 mm/sec 112.3 dB(Lin) I 75 mm dia. 10 metres long, 35 kg MIC distance ppv overpressure 200 metres 5.7 mm/sec 121.4 dB(Lin) 300 metres 3.0 mm/sec 117.1 dB(Lin) I 400 metres 1.9 mm/sec 114.1 dB(Lin) 500 metres 1.3 mm/sec 111.8 dB(Lin) I 75 mm dia. 15 metres long, 55 kg MIC distance ppv overpressure 200 metres 8.1 mm/sec 122.9 dB(Lin) I 300 metres 4.2 mm/sec 118.7 dB(Lin) 400 metres 2.7 mm/sec 115.7 dB(Lin) I 500 metres 1.9 mm/sec 113.4 dB(Lin) Table 3. Peak particle velocity and air overpressure. For MICs of 25 kg, 35 kg, 40 kg and 55 kg for 65 mm and 75 mm I diameter holes 10 and 15 metres long. I I I I I I page 21 Flyrock, that is rock blasted some tens of metres or more from the quarry face, is related to insufficient burden and too many rows. Flyrock is undesirable because of the risk of injury to persons, plant and the Nowra - Ulladulla power line. Blasting parameters will need to be determined in order to have efficient blasting with minimum overpressure and ground vibration. Mobile Crushing Plant Three stage crushing plant with transfer conveyors and screens. capacity 300 tonnes per hour power source diesel-electric generator rated at 500 kVA fuel consumption 80 litres/hour configuration primary 4230 Portec* jaw crusher, secondary No.3 Kumbee* hammer mill tertiary two No.2 Kumbee* hammer mills in parallel * or other similar plant Drilling Machine Typically drilling is done by contractors, however there is a trend within the industry to do this work in-house in order to have full control. drilling rate 250 linear metres/day fuel consumption 200 litres/day Bulldozer A Caterpilar D8 or equivalent. capacity 300 tonnes per hour fuel consumption 28 litres/hour Secondary Breaker Typically an hydraulic excavator with a rock pick is used to break down over sized material. Typically a Hitachi EX220 machine fitted with a Krupp 950 rock pick would be used to process about 3% to 5% of the production. capacity 300 tonnes per hour fuel consumption 13 litres/hour Front-End Loader Two loaders are required each of 5 cubic metre bucket capacity. One loader at the quarry face loading raw material and one loading finished product and also working at the face. The machines considered are Hanomag 77D. capacity 300 tonnes per hour fuel consumption 13 litres/hour Boot Trucks Two trucks will be used to haul raw material from the quarry face to the processing plant. Typical vehicles are Caterpilar 769 dump trucks. capacity 35 tonne load fuel consumption 13 litres/hour Screens A series of screens either being part of the crushing plant or a separate unit or a combination of both will be used to form the particulate products below. S
page 22 Products it is envisaged that some or all of the following products will be produced at the quarry: armour rock (rip rap) dimension stone road base material of nominal sizes -150 mm -75 mm -40 mm -20 mm sized, crushed sandstone. 3.4 Hours of Operation. The quarry will operate during the following hours: Mondays to Saturdays 6 am to 6 pm Sundays and public holidays no operations. 3.5 Employment. The development is expected to employ 7 persons directly and at least a further 14 persons indirectly, the latter in the transport and vehicle maintenance industries. 3.6 Services. The usual services of electricity, telephone, water and sewer are not available consequently the development will have to supply its own. Mobil plant is diesel powered. Portable plant is diesel- electric or diesel-hydraulic powered and is self-sufficient. Two-way radio will be used for communications within the quarry and between the quarry and quarry vehicles. Telephone services if available will be connected. on site facilities for office, store I rooms, lunchroom, change room, toilets, etc. will be located in a portable buildings. For security reasons these will be grouped together and located within the "compound" areas shown in Plans 1 I and 2. Mobile plant will be parked overnight within the same compound. General office facilities will be located either on site, in the proponents existing office at South Nowra or at other I suitable commercial premises. Process water will be from water stored in dams on the land supplemented as necessary with water drawn from Parma Creek. Sewer is not available and a septic system or other Council approved disposal method will be used. 3.7 Drainage & Erosion Control. Rainfall and drainage matters are dealt with in Appendix 4: Soil and Water Management. Considering the topography of the land drainage and erosion control require particular attention. All drainage lines within the quarry will terminate in detention - retention structures. These structures (dams) will act as settling ponds for any entrained sediments as a water supply for the development. The overflow from these dams is to pass through a geotextile fabric filter before passing off the land. On land outside the active quarry such as the compound and along internal roads diversion drains will direct surface water away from cleared land to uncleared, naturally vegetated land. page 23 I De-silting of the settling ponds will be carried out prior to the pond capacity being reduced due to silt by 20%. This will be done when the water circuit is not operating and has settled-out overnight. For each pond the procedure will be: I 1) the clear, supernatant water will be drawn off, 2) silt will be removed from the pond by hydraulic excavator, 3) silt should be formed into heaps to drain before being I loaded into trucks for disposal, 4) silt disposal by burying or ploughing into the land. I Friable overburden about the quarry excavation will be battered back at 3V:1H from the quarry face. The drainage measures above will also act as erosion control measures.
I 3.8 Pollution Control 3.8.1 Air Within the land air pollution hazards are dust and engine exhausts. I Control measures are: 1) water sprays on the screens to dampen products as they pass to stockpiles, 2) a general speed limit on site of 25 km/hour to reduce I vehicle generated dust, 3) watering of the haul roads during dry windy periods, 4) on site diesel plant to be correctly fitted and I maintained. Outside the land vehicle generated dust is an air pollution hazard on the unsealed access roads. The most practical control method is I for trucks to reduce speed to 60 km/hour along these roads. 3.8.2 Water Water pollution control measures are: 1)mobile plant to be parked overnight in the site compound, 2) other than for immediate use petroleum products to be stored in the site compound and not in the actual quarry, I 3) processing water for the plant to be recycled in a closed circuit water system, 4) surface water to be directed into settling ponds which are part of the closed circuit water system, I the settling ponds to be de-silted prior to the pond capacity being reduced due to silt by 20%. sewage from employee facilities to be disposed of by a I Council approved method, eq septic system.
3.8.3 Noise I Notwithstanding the remote location and absence of close neighbours noise pollution control measures are: i) operations to be restricted to the following hours, Mondays to Saturdays 6 am to 6 pm I Sundays and public holidays no operations. 2) a speed limit on site of 25 km/hour, 3) the on site haul roads to be graded and kept in good I repair to minimise bouncing of trucks and subsequent noise, I 4) diesel plant to be correctly fitted and maintained. I
page 24
3.9 Traffic Products from the quarry are removed and delivered by truck transport. Traffic from the development will pass along Blackbutt Range Road to the Princes Highway and then to the north or south. The truck fleet which serves the quarry is made up of semi-trailers and 6 wheel and 8 wheel rigid vehicles. These vehicles are normal road vehicles subject to the maximum gross loads and axle loads as specified in Ordinance 30C of the Local Government Act, 1919. Truck movements have been estimated on the basis of an initial annual production of 100,000 tonnes of all products. Twenty tonnes per load has been taken as an average load of the fleet vehicles. Operations at 5.5 days per week for 50 weeks per year gives 18 loads per day, thus 36 truck movements per day. The destination of these trucks will depend on regional developments. It should be noted that these are average movements. In practice quarry traffic tends to be mainly before noon and is less during wet weather. Truck movements may be expected to vary between nil and a peak of about 54 per day, ie a 50% increase. Truck movements also vary with sales which in turn depend on development activity in the area. For example a large roadworks or construction project could result increased in quarry sales and lead to the increased truck movements quoted above. 3.10 Reserves. Reserves have been estimated to be 3,154,000 cubic metres based on two quarry sites of about 5.5 ha and 11 ha each and extraction to a depth of 20 metres. These reserved are considered to be indicated, in situ reserves. 3.11 Rehabilitation. Rehabilitation is designed to allow the land to achieve a near natural land form. As with much of the existing land the post- extraction landuse of the quarried land is limited to native flora and fauna habitat. Wherever possible rehabilitation is to be progressive, that is as the extraction in an area, a part of an area, quarry face, etc., has been completed it is to be rehabilitated. In this manner the scope of rehabilitation will be kept within reasonable operational and cost limits. Used but unextracted land on the plateau to revert to its pre- extraction vegetation and form. Quarried land will become an extension of the existing valley where the quarry floor will be at approximately the same elevation as the valley floor and the quarry faces will merge in with the present cliff-lines. The various dams and ponds are to remain for use as water reservoirs. The rehabilitated quarry with bare rock, vegetated rock, vertical and angled walls and water holes will have a range of habitats similar to the existing valley habitat. page 25 I QUARRY AREAS: The general procedure for each quarry area is for all plant, machinery and rubbish to be removed. All disused or unwanted stockpiles are to be removed or knocked down and spread out over the land. The quarry faces are to be partly blasted to I give surfaces which range from vertical to angled with coarse broken rock. The quarry floor to be ripped to a depth of about 150 nun and the floor shaped to give an uneven, non-geometrical form. I Overburden and top soil stored in bunds is to be spread out over part of the land and then sown with the seed mixture below. As the development progresses those finished parts of the quarry faces and I benches are to be rehabilitated as they become available. COMPOUND: All buildings, plant, machinery and stockpiled product are to be removed, all rubbish, scrap timber and mullock to be I removed to a central location, rubbish to be burnt and the residue later buried, scrap timber to be burnt and the ash spread over the land, mullock to be spread over the land. Finally the site is to I be ripped to a depth of about 150 nun. Overburden and top soil stored in bunds is to be spread out over the land and then sown with the seed mixture below. I SEED MIXTURE: The following revegetation specification has been supplied by the District Soil Conservationist: Nowra. See document attached to I Section 8, Consultations. Seedmix: kg/ha I Japanese Millet (spring/summer sowing) 35 Ryecorn (autumn/winter sowing) 35 Haifa White Clover 10 Shortstop (Turf) Fescue 5 I Kangaroo Valley Ryegrass 8 Red Creeping Fescue 5 New Zealand Red Clover 5 I Hardenbergia Violacea 1 Kennedia Rubicunda 1 Acacia Longifolia Sophorae 1 P Fertiliser: Microfine lime 1.5 tonnes/ha I Grower 11 0.5 tonnes/ha I I I I I page 26 I 4. ENVIRONMENTAL IMPACTS & PROTECTION MLEAS1JRES 4.1 Land Use. The development has only a minor impact on land use. The quarry areas are poor quality land not suited for agriculture. Such H land cannot be used for agriculture consequently the development will not impact on lands suitable for agricultural production.
I 4.2 Climate. Hot, dry, windy conditions which favour the formation of dust may cause an impact on air quality. Such an impact can be minimised I by the use of water carts on the haul roads, by water sprays on the crushing and screening plants and by restricting the speed of on site vehicles to 25 km/hour. Considering the remote and isolated location it is unlikely that any temperature inversion I enhanced noise propagation will be offensive.
4.3 Air Ouality. H The major hazard to air quality is dust generated by vehicles passing over the land. This hazard can be minimised by reducing vehicle speed to 25 km/hour. Under hot dry conditions water carts to lay dust along the road should be used. The other air I quality hazard is exhaust emissions from fixed and mobile diesel powered plant. This can be controlled by having such plant correctly fitted and maintained, with the manufacturers' and/or I suppliers' requirements being the minimum standards. Air pollution control measures from Section 3.8.1 above are: H water sprays on the screens to dampen products as they pass to stockpiles, a general speed limit on internal roads of 25 km/hour to reduce vehicle generated dust, I watering of internal roads during dry windy periods, on site diesel plant to be correctly fitted and maintained, FI a speed limit of 60 km/hour on external, unsealed roads. 4.5. Water Quality. Possible impacts on water quality are from runoff from about the I quarry areas and processing plant, from petroleum products used in the fixed and mobile plant and from sewage from employee I facilities. Extraction will be of dry materials and will not be a water quality hazard. Processing will be dry with water sprays to I dampen the materials and reduce dust. The improvements to site drainage and water management detailed TI in Appendix 4 will control surface run-off water from about the plant site and will minimise water quality impacts. Petroleum products, including the diesel fuel supply, are to be I stored in drums and tanks in the one place with an impervious floor (apron), surrounded by a catch drain and oil trap. This I will catch any spillage and prevent pollution. I
page 27
The following measures will minimise and protect against water pollution: petroleum products to be stored at a central petroleum store with an impervious floor (apron), drain and oil trap, the central petroleum store to contain materials and equipment to remove spillages of such products, good housekeeping practices about the plant to contain all used petroleum products and to dispose of these correctly, the same applies to general rubbish, mobile plant to be parked about the processing plant overnight, surface water from about the processing plant to be directed into the plant settling ponds which are part of the closed circuit water system, the settling ponds to be de-silted prior to the pond capacity being reduced due to silt by 20%., processing water for the plant to be recycled in a closed circuit water system with make-up water from Parma Creek. sewage from employee facilities to be disposed of by a Council approved method, eg septic system.
4.6 Noise. The remote, isolated location and absence of nearby residences mean that noise from the development will not be an impact, see I Figure 1 and also Appendix 2: the Noise Impact Statement. The conclusions of the Noise Impact Statement were: Provided that the noise control measures are applied it is I unlikely that the sound from the development will be offensive. The nearest residence to the land is located about 1.9 km S-SE from the southeast corner of the land and at this distance the sound levels from the plant site would be at or below the I background level. 3) The calculated sound level at the nearest residence is below the daytime limit of 45 dB(A) (Acceptable Limit) recommended by the I SPCC for rural land. 4) Road traffic noise along Blackbutt Range Road is unlikely to be a problem however by reducing truck speed to 60 km/hour this I problem will be removed. Notwithstanding the lack of impact, protection measures to minimise noise pollution will be applied and are as follows: I operations to be restricted to the times below, Mondays to Fridays 7am to 5pm Saturdays 7am to noon I Sundays and Public Holidays No operations diesel powered plant to be correctly fitted and maintained with the manufacturers' standards being the minimum standards. Particular attention should be given to diesel engine exhaust I systems and the care and maintenance of mufflers stockpiles should be formed and positioned so as to act as noise control barriers, I 4) on site truck speed to be limited to 25 km/hour, 5 internal roads and Blackbutt Range Road to be graded to prevent bouncing and drumming of empty trucks. I 6) trucks, both empty and loaded, should reduce speed to 60 km/hour when travelling along Blackbutt Range Road. 7) blasting is to be carried out weekdays between the hours of I 9 am to 4 pm and preferably between the hours of noon to 3 pm.
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4.7 Flora & Fauna. The land has a diverse range of flora. The principal means of protecting the flora and minhxnising I loristic impact is to restrict the development to the two sites identified. •Of these sites, Site 1 has already been altered by clearing and quarrying and Site 2 has a common range of flora which is not rare or I endangered. The main impacts on fauna are alienation of habitat and alteration to the noise environment by the effects of blasting, F namely overpressure and ground vibration. Protection measures to minimise these impacts are: provision of setbacks from the cliff edge to allow fauna passage around the sites, and I a limit to the maximum instantaneous charge when blasting to minimise ground vibration and overpressure. rj 4.9 Traffic. Traffic impacts from the development are expected to be slight. A speed limit of 60 km/hour on the access roads plus grading of these roads as necessary will provide for other road users. The I intersection with the Highway is at about 90 and has ample sight distance in both directions and sufficient shoulder width for trucks to enter or leave the traffic flow. Under these conditions I upgrading of the intersection would appear to be unnecessary. The provision of "Truck Entering" signs on the Highway should be I considered as a safety measure. 4.10 Economic Matters. The economic impacts of the development are positive and consist of income to the proponent and landowner, direct and indirect I employment and the provision of alternative supplies of quarry products to the local market.
I 4.11 Social & Cultural Matters. There are no social and cultural impacts. The land has no I aboriginal archaeological significance. 4.12 Visual Impact The visual impacts of the development and the means to minimise I such impacts are as follows. FOREGROUND VIEWS. At Site 1, the existing quarry site, the visual amenity has been I greatly affected by previous and unrehabilitated quarrying. The development provides for the formation of visual control bunds and the planting of screen trees. These two measures will minimise the effects of previous and proposed quarrying. At Site .2 the I provision of setbacks, bunds and tree screens will minimise the visual impact of the development. I Within the active quarry area during the course of quarrying the impact on foreground views will be severe and would be experienced by visitors to Site 1 and Site 2. This impact can be minimised by I restricting the size of the active quarry area and by progressive rehabilitation. I page 29 I MIDDLEGROUND VIEWS. Neither Site 1 nor Site 2 has extensive middleground views consequently the impact on such views is slight. Site 1 is partly visible from Parma Fire Trail however the provision of a bund and I tree screen will ensure that the visual impact is slight. FARGROUND VIEWS. I From vantage points (distant views) the impact of the development is expected to have a low impact. Site 1 is visible from across the valley a distance of about 750 metres. By restricting the I lateral extent of the quarrying at Site 1 to a width of 50 to 100 metres at the cliff edge this impact can be minimised to a field of view of between 3.5 and 7.5 . Site 2 is surrounded by trees and I will remain as such and is not visible from a distance. 4.13 Soil & Water Conservation Matters. Details of soil and water conservation matters are given in I Appendix 4 and are repeated below. Diversion drains to deflect water away from the site towards natural bushland. Water on the site will be directed to a series of dams of I aggregate capacity equal to the volume of a 1 in 10 year return period storm. Water retained in these dams will be used as the water supply I for the development. The quarry floor will slope downto a dam to contain the initial flush of the quarry floor. Water in this dam will be I pumped to a second dam before discharge through a geotextile fabric filter to the valley. 5) As the development proceeds access to the valley as shown in Plans 2 and 3 will be made to allow drainage of the quarry floors. I The top 50 to 100 mm of soil is to be stripped and stored in bunds about the development to act as a seed source in rehabilitation. (It should be noted that the land has a shallow .I depth of soil overlying a layer of infertile ridge gravel.) Friable overburden about the edge of excavations shall be battered at 3H:1V away from the excavation. The faces of quarry excavations may be vertical, with a I average maximum face height of 10 metres. 9) The track leading down to Parma Creek to be regraded to have crossfall drainage and cross bank runoff diversions. I 10) Haul roads on site to have a grade consistent with good quarry practice. I 4.14 Energy Requirements. The development will consume energy in the form of diesel fuel to power the fixed and mobile plant. The annual energy consumption to produce 100,000 tonnes of quarried product is below. A 10% idle I allowance has been added to all plant fuel consumption. 1. Drilling. I At a density of 2 tonnes per cubic metre 100,000 tonnes equates to 50,000 cubic metres. With spacing and burden each of 2 metres every blast hole affects 4 square metres. The total length of hole I to be drilled is 12,500 metres. I I. page 30 length 12,500 metres drilling rate 250 metres/day total days 50 days fuel consumption 200 litres/day fuel used 10000 litres I fuel allowed 10000 litres Secondary Breaking. An allowance of 5% of total production will require secondary I breaking, ie 5000 tonne. capacity 300 tonnes per hour time 17 hours I fuel consumption 13 litres/hour fuel used 221 litres fuel allowed 243 litres I Load into Boot trucks. Front-end loader capacity 300 tonnes per hour time 334 hours I fuel consumption 13 litres/hour fuel used 4342 litres I fuel allowed 4776 litres Boot Haulage, assume a round trip of 500 metres at 25 km/hour. capacity 35 tonnes/load loads 2857 total time 57 hours fuel consumption 13 litres/hour fuel used 741 litres fuel allowed OlD litres Crush and screen capacity 300 tonnes per hour time 334 hours fuel consumption 80 litres/hour fuel used 26720 litres fuel allowed 29390 litres Load out into road vehicles. Front-end loader capacity 300 tonnes per hour time 334 hours fuel consumption 13 litres/hour fuel used 4342 litres fuel allowed 4776 litres Earthmoving using a D8 or equivalent bulldozer. annual quantity 30,000 tonnes capacity 300 tonnes per hour time 100 hours fuel consumption 28 litres/hour I fuel used 2800 litres fuel allowed 3080 litres I Total fuel allowance 53,080 litres Fuel heating value 38.5 megajoules per litre I TOTAL ENERGY 2043 gigajoules S
page 31
5. ALTERNATIVES 5.1 Development Alternatives. Although the land consists of seven parish portions with a total area of 274.56 ha environmental and practical considerations limit the development to about 17 ha over two parish portions. The two locations, Site 1 and Site 2, are all that remain after allowances for accessibility, wetlands, rain forest and endangered flora. Because of these restrictions the alternatives for the development are extremely limited. It is proposed to carry out the development in the sequence Site 1 then Site 2. This sequence could be reversed however since Site 1 has already been partly quarried it is logical to start with it. The plant proposed to be used is either mobile or transportable. A development alternative would be to replace the main processing plant with a fixed plant. This would tend to increase the fuel consumption as the haul route from quarry face to processing plant. Such a replacement would require the dismantling of the plant on completion of Site 1 and it's reconstruction at Site 2. Alternatives in processing could be considered. The development should strive to produce the greatest range of products from the raw materials available. Such products would lead to to a greater utilisation of the resource, expand the market for the resource and because they have more "value added" improve the economics of the development.
I 5.2 "No Development" Alternative. I Should the development not proceed then the land would become available for other purposes and the quarrying activity would need to be located elsewhere. Specifically if development of this site were not to proceed then an alternative quarry site with similar I attributes to Hellhole would need to be developed. The Hellhole site is particularly attractive because of it's isolation, remoteness, good access, market proximity and freehold tenure. The disbenef its of the development with the "No Development" I Alternative would not occur. The main disbenef its are the alteration to habitat by the removal of vegetation, formation of I the quarry and the generation of noise. I I I I I page 32
I 6. JUSTIFICATION, ASSESSMENT & CONCLUSIONS The Hellhole property is well suited for a quarrying operation. The property is located off the Blackbutt Range Road about 7 km I from the Highway. Blackbutt Range Road is a formed but unsealed, two lane, Class B forestry road which for about 1500 metres serves some five properties and thereafter serves as a fire trail. I Traffic on the road is slight being mainly only local residents and Forestry Commission personnel plus visitors to the area. The development will increase the amount of traffic on the road. The use of the road by the proponent will be subject to the Forestry I Commission's conditions, namely 1)any damage caused by Norinans Quarries' vehicles should be repaired by the firm at its own expense as soon as possible I after the damage occurs, to the satisfaction of the District Forester, and 2) the Forestry Commission does not necessarily guarantee I to carry out maintenance or keep the road open. Besides these conditions it is in the Proponents best interests to keep the road in the best possible condition to minimise damage to I its vehicles. Users of the road should experience an improvement in the condition of the road. L The intersection of the access road with the Highway is on a slight rise and has good sight distances in both directions. These conditions allow loaded and unloaded vehicles to enter and exit the I Highway traffic with safety. The development will provide employment for 6 to 8 persons directly and for 20 to 25 persons indirectly. This employment will have I benefical economic and social impact. The absence of near neighbours decreases the environmental impacts I of the quarry particularly for any noise generated. The air, water and noise pollution impacts of the development in general are slight. The protection measures proposed to minimise these impacts I are straightfoward and effective. The main impacts of the development are on the floristic and faunal environments and on the catchment of Parma Creek. The flora I protection measures are to restrict quarrying to two areas, one area where quarrying has already occurred and the second area where the floral impact is least. A second floral protection measure is I to rehabilitate with plant species native to the land and in particular with eucalypts Measures to minimise faunal impacts are twofold. Firstly setbacks I from the cliff line at Site 1 and Site 2 will allow the free passage of fauna around the sites, maintain the habitat value of the cliff line which includes the setback land, the cliffs and associated I caves, crevices, etc. The second measure consists of reducing the noise and vibration effects of blasting. I I page 33 I The measures to protect the catchinent of Parma Creek are to prevent surface water from entering the sites by means of deflection drains and to pass the water within the sites through a series of settling dams and finally through a geotextile filter before it enters the I water courses on the land which eventually feed into Parma Creek. These dams will minimise the amount of entrained sediment and will I also act a water reserves for fauna and for bushf ire fighting. Bushf ire risk can be considered in two ways namely bushfires affecting the development and the development starting bushfires. U The risk of bushfires to the development are slight as quarrying is a clearing operation thus removing ground fuel and providing firebreaks. For the same reasons the risk of the development starting a bushf ire are also slight. The dams used by the I development to settle sediment and to store water can be used in the fighting of wildfires. I The overall impact of the development on on the visual amenity of the locality is slight. Visual control bunds and the planting of screen trees about Site 1 will reduce the foreground visual impact at this site and minimise the effects of previous and proposed I quarrying. The impact of the development on middleground and farground views is slight. H The extractive resources of the Shoalhaven region have been well documented particularly in the Department of Mineral Resources and Energy report CS 1974/208 (20). Although the region has a I plentiful supply of resources, the actual resources available for extraction are considerably reduced when the selection criteria are applied. The normal selection criteria for a quarry are below. I Reserves: The reserves of extractive material should be known with a high degree of certainty, thus demonstrated reserves not inferred H reserves. Tenure: The land should be private freehold land. A less desirable I alternative is private land held under a lease. Crown land held under a Permissive Occupancy is possible. Crown land is subject LI to public tender and control of the land is thus uncertain. Available: I The land should be available for purchase. Access: Direct access ideally to a main road remote from neighbours. I Iaul Distance: The land should be within a reasonable distance of the market. I Isolation: The land should be relatively isolated without near neighbours. Environmental Constraints: I Ideally environmental impacts such as the following should be minor: flora, fauna, traffic, visual amenity, air, water and noise I pollution. 1 • page 34
.I Quarry products are simple building and construction materials fundamental to a developing community. Shoalhaven is a developing community as evidenced in an annual population growth of 4% to 5% for the last 15 years. The need for extractive industry resources I has been given in the recent Environmental Impact Statement (21) which Council prepared for the proposed Comberton orange quarry. The Comberton Grange Statement outlined Council's known annual I demand for crushed sandstone and as well as an anticipated demand for sandstone related to proposed Commonwealth and State developments. The known and anticipated uses are for roadbase and I breakwater/armour rock. The Hellhole material has been identified as a resource of breakwater/armour rock (see Appendix 3). The total demand for I sandstone quarry products is made-up of three factors, l) that some of the anticipated developments will proceed, a demand related to growth of the local population, and I a demand for regional roadworks. The Hellhole development is well suited to meet these demands with I respect to location and material properties. Quarries contain a fixed quantity of material and new resources are required to replace these materials as they are consumed. Within the Nowra - Tomerong region of the City of Shoalhaven there are few I approved quarries for construction materials. This development will supplement the quarry resources of the area.
U I I I F I I I F
I page 35 7. REFERENCES Shoalhaven draft Rural Environmental Study. I Shoalhaven City Council, Sep.1984. CMA map Huskisson 9027-4-N scale 1;25000. Illawarra Regional Environmental Plan, No.1. Dept.of Planning, Report 86/12, reprinted 1988. I Environmental Plan Report, Area. 1. Shoalhaven City Council, circa 1987. Illawarra Region Wetland Study, D.E.P. report 83/9, 1983. I Illawarra Region Landscape and Environmental Study 1981. Jervis Bay Marine Park, A.C.F., Jan.1990. Sydney Morning Herald, 20 April 1990. I P0 86/17, Lands Office Nowra, ref NA 82H 522. DEP file 84/3055, SCC file 82/2359. Bureau of Meteorology, Met Note No.48, Canberra June 1981. Bureau of Meteorology, "Climatic Survey: Sydney", AGPS 1979. I "Guidelines for drinking water quality in Australia", National Health and Medical Research Council, AGPS, 1987. NAASPA, "Interim guide to the geometric design of rural roads", I 1980. "Road Traffic Noise", D.M.R, 1987. CMA map Nowra,9028-3-S, scale 1;25000, vide Govt.Gaz. 4 Feb.1983. I "Planning in Fire Prone Areas", D.E.P. Circular No.74, Oct.1984. R.Rose, Bushf ire Control Officer, S.C.C. per.com. h ICI Handbook of Blasting Tables, Jan.1989. Dept.of Mineral Resources and Energy report GS 1974/208. I Comberton Grange Proposed Quarry, Shoalhaven City Council 1988. I I I I I I I I page 36
I 8. CONSULTATIONS Consultations have been had with the following bodies either formally in writing or informally by phone or visit. Where an I existing file or reference is available this is given. reference/file Shoalhaven City Council 76/1665 Dept. of Planning 84/3055 I * Dept.of Mineral Resources * Dept.of Water Resources * Forestry Commission (Nowra Office) A84 I Lands Office Nowra NA90 H 64 * S.P.C.C.(Wollongong office) * N.P.& W..S.(Queanbeyan office) F1881 I re Flora & Fauna re Archaeology * R.T.A. (Illawarra region) * Soil Conservation Service (Nowra) I Electricity Commission of N.S.W. 48075 Illawara County Council I A copy of the letter from the Director of the Department of Planning is attached to this section. Attached also are copies of correspondence from other bodies. The Director required consultation with the organisations above marked with an asterisk. I The matters that the Director required to be specifically addressed are given below together with their location(s) in the Statement. I Location Description of proposal site development details 3.2 I staging details 3.2 rehabilitation details 3.11 assessment of impact transportation impact 2.11, 4.9 truck frequency 2.11.2 truck timing 2.11, 3.9 I access to Princes Highway 2.11.1 bushfire risk 2.19 wildlife habitat Appendix 5 I I I I I I ,.. •. ..,, ..,
- Department of Planning I Remington Centre 175 Liverpool Street, Sydney 2000 r Box 3927 G.P.O. Sydney 2001 DX. 15 Sydney D P James & Company 7260 P0 Box 170 Telephone: (02) 266 7111 Ext. KOGARAH NSW 2217 210 Fax No: 02 ) 266 7599 vincent Contact: 84/3055 Ourreteren ce: j L Your reference:
Dear Sir, ProposedSandstone Quarry Portions 45, 58, 66, 102, 105, 108, and 159 Parish of Tomerong
I Thank you for your letter of 5 January, 1990 indicating that you are consulting with the Director with regard to-the preparationof an environmental impact statement (EIS) for the above development.
As development consent is required for the proposal and it is a designated development within the meaning of Schedule 3 of the Environmental Planning and Assessment Regulation, 1980, as amended, an EIS must accompany the development application to the Shoalhaven City Council. The EIS shall be prepared in accordance with clause 34 of the Regulation and shall bear a certificate required by clause 26(l)(b) of the Regulation (see Attachment No. 1).
In addition, pursuant to clause 35 of the Regulation, the Director requires that the following matters be specifically addressed in the EIS:
Description of proposal -
details are to be provided in the EIS of the proposed site development, staging and rehabilitation
Assessment of Impact Transportation impact detailing the frequency and timing of truck movements and access to the Princes Highway
Increase in bushfire risk resulting from development activities
Consideration of impact on wildlife habitat, having regard to the Illawarra Regional Environmental Plan No.1 which identifies the site I as within a wildlife corridor in preparing your EIS you should consult with the following authorities and include in the EIS any comment I and advice received: . State Pollution Control Commission Department of Minerals and Energy I Forestry Commission Roads and Traffic Authority . Department of Water Resources Soil Conservation Service I National Parks and Wildlife Service
Attachment No. 2 is a guide to 'the type of information most likely to be relevant to the development you propose; not all of the matters raised therein may be appropriate for consideration in the EIS for your proposal; equally, the I guide is not exhaustive. In preparing your EIS you should approach the Shoalhaven City Council and take into account any comments Council I considers may apply to its determination of the proposal. Should you require any further information regarding this I matter please do not hesitate to contact us again. - Yours faithfully, I
Barbara Adams Manager, Assessments Branch • As Delegate for the Director. I I I I I 11 cWRA. 2541. D.P. James & Company, A84 C.COLLEY/A.W. P.O. Box 170, Our reference: KcGARAH. N.S.W. 2217. Your reference:
Teleprione:( 044) 219965
6 March, 1990.
Dear Sir,
RE: Logging in the Blackbutt Range Road Area Yerriong State Forest
I refer to our telephone conversation of the 22nd of February, 1990, and your letter of 20th February, 1990, I wish to confirm the following;
Forestry Plan of Management - there exists a Plan of Management for the Nowra Management Area prepared in 1982. There is currently a revised plan being prepared which should be available in approximately 6 months.
Culling Cycle - the current hardwood forest rotation is approximately 60 - 80 years. No large scale sawlog operations are envisaged for the above at this time. Minor operations for mining timber, firewood or furnace poles may occur intermittantly
Number of log trucks using Blackbutt Range Road - if a large scale sawlog operation was commenced, based on current operations, 4 log trucks per day could be expected. Miscellaneous minor operations, 1 - 2 trucks would use the road per week.
Yours faithfully,
C.P. dLLEY Acting ste I New South Wales Government National Parks and Wildhfe Service I SOUTH EASTERN REGION Level 1 D 3 Jarnes & Co 34 Lowe Street P0 Box 170 Queanbeyan .I P.O. Box 733 KOGARAH NSW 2217 Queanbeyan N.S.W. 2620
Our referencF:DS:F1381
Your reference: I Telephone: (062) 97 6144 Telex: AA 61582
18 July 1990
I Dear Mr James RE: ARCHAEOLOGICAL SURVEY OF "HELLHOLE", PARMA CREEK I The Service has received copies of the report entitled 'Archaeological Assessment of Proposed Quarry Areas at 'Hellhole', Parma Creek Near Nowra, NSW" prepared by Paul I Packard. The report is of a high professional standard and the I recommendations of the consultant are endorsed. No sites were recorded during the survey despite intensive coverage and it is unlikely that any sites will be affected by I the development. There are no objections to the quarry proposal on archaeological grounds I In regard to nature conservation values, the subject area is close to the area proposed for the Parma Creek Nature Reserve. There is some concern therefore, that dust and noise from quarry operations may compromise management objectives for the I Nature Reserve when it is declared in the future.
It would be appreciated if staff in our Nowra District could I have the opportunity to comment on Peter 3arr3r's fauna and flora survey report and on the Environmental Impact Statement when it becomes available. The contact person here is Bruce I Rodgie, P0 Box 72, Ulladulla NSW 2539, (044) 553826. Thank you for your co-operation. I Yours faithfully I Sue Feary I Archaeologist for DIRECTOR I SOIL CONSERVATION SERVICE, N.S.W. L 61 Mi 1572 Revegetation Specifications for Hellhole Quarry Development. I Seedm ix: Japanese Millet (spring/summer sowing) 35kg/ha Ryecorn (autumn/winter sowing) 35kg/ha Haifa White Clover 1 0kg/ha I Shortstop (Turf) Fescue 5kg/ha Kangaroo Valley Ryegrass 8kg/ha Red Creeping Fescue 5kg/ha I New Zealand Red Clover 5kg/ha
Hardenbergia Violacea 1 kg/ha I Kennedia Rubicunda 1kg/ha Acacia Longifolia Sophorae 1 kg/ha I Ferti 1 iser: Microfine lime 1.5 tonne/ha I Grower 11 .5 tonne/ha The native plant material stripped from the site should be mulched and used as a cover during the rehabilitation I process. The above seedmix contains soft exotic pasture species as well as some native. These soft pasture are temporary vegetation only and will not persist as permanent vegetation or invade surrounding native bushland. This I vegetation is most important in stabilising the disturbed areas from the effects of erosion and providing a sound base d for the establishment of the permanent native vegetation. I Noel Kesby District Soil Conservationist, I Nowra 24.08.90 I I I I I I I. THE ELECTRICITY COMMISSION OF NEW SOUTH WALES
Electricity House / U. . Park and Elizabeth Streets Sydney TS Postal Address: G.P.O. Box 5257 Sydney 2001
Facsimile: (02) 268 6529 Telex: 120454 I D.P. James & Co. Telephone: 268 8111 P.O. Box 170 KOGARAH NSW 2217 Extension: Your Ref: 48075 DM/SP/EA/[MW] I Our Dear Sir I ENVIRONMENTAL IMPACT STATEMENT QUARRY DEVELOPMENT NEAR TOMERONG Your letter of 18th May, 1990, advising of your preparation of an Environmental Impact Statement for a proposquarry development near I Tomerong, is acknowledged.
This proposed development has been examined and the following comments are I forwarded for your consideration. This Commission does not oppose the development. However a major 132 kV electricity transmission line routed from Nowra to Ulladulla traverses the I corner of Portion 102 of the site.
The following points relate to our concerns for this line.
CLEARANCE S I In order to avoid the possibility of dangerous conditions arising the Electricity Commission requires that the standard clearance beneath transmission lines is not reduced. The maximum permissable height of vehicles (including antenna if fitted) passing under transmission lines is I 4.3 m. Special care should be taken with large construction equipment, particularly if ground levels have been altered by construction activities. I DANGER OF LONG SECTIONS OF METAL CONDUCTORS At some locations, sections of transmission line may run parallel to lengths of metallic conductors such as metal crash barriers, pipes, steel I reinforcement, etc. Special earthing may need to be implemented to eliminate the possibility of electric shocks. It may also be necessary to electrically isolate lengths of metal to minimise possible corrosion I problems caused by circulating induced currents. I EXCAVATION NEAR OR UNDER TRANSMISSION STRUCTURES OR EASEMENTS Transmission structures generally have buried conductors attached to them. Excavation should not be carried out within 16 m of a transmission structure base and care should be taken not to undermine the structures or I jeopardise them in any way. Underground extraction of resources which I I I 2. I D.P. James & Co. File 48075 could in any way affect the integrity of the transmission line must not proceed until agreement is reached with the Commission on ways of securing I continued electricity supply.
ACCESS TO THE EASEMENT
I It is important that Electricity Commission plant and personnel have access to all parts of the easement at all times. This should be taken into I account both during construction and in the final operation of the quarry. DANGEROUS GOODS I In order to ensure the integrity of the transmission line, the storage of explosives or inflammable fuels or materials on the easement is not permitted. Extreme care needs to be used when blasting within the easement I as induced currents can cause premature detonation. DUST GENERATION n Dust generation during construction and during the subsequent mining operations can settle on insulators and lead to a short circuit condition occuring during periods of light precipitation. If it is necessary to clean the insulators, considerable expense is involved. The Commission I requests that close attention be paid to dust control. It has been found sometimes necessary, in similar circumstances, to increase the number of insulators used to support the line. Any remedial action of this nature, I or the redirecting of the line to enable the extraction of resources under the existing easement, would not be to the Commission's account. k BLASTING AND USE OF EXPLOSIVES With major transmission lines and installations this Commission would normally specify an upper limit of tolerable ground particle movement of I less than 4 mm per second in regard to any nearby blasting operations. Additionally the Commission would want assurance that the stability of any transmission line structure is not compromised by the blasting and that I excessive dust is not generated. In this case it is suggested that the Proponent should approach Illawarra Electricity if he has not already done so, to find out if there are similar limits and safeguards for their lines. k We trust that this information will assist you with the EIS and to this end we have enclosed brochures on transmission lines easements in Urban and in Rural Areas. Please contact our Mr Watts, phone (02) 268 8111, ext. 8324 I if we can be of further assistance in this matter. U Yours faithfully I P STEWART P FOR SECRETARY I I Head Office: Bridge Street, Coniston All mail to: General Manager, P.O. Box 1249. Wollongong 2500 Telephone: (042) 28 7511 0X5204 Wollongong Facsimile No. (042) 28 2248
Our Ref: MHE : TB E2/142 Contact: Mr M Edwards
Your Ret: Phone: Extension 2294
4 July 1990
Mr D P James D P James & Company P 0 Box 170 KOGARAH 2217 Dear Sir EIS - PROPOSED SANDSTONE QUARRY - TOMERONG In response to your letter of 18 June 1990, we wish to advise as follows: 132kV concrete pole transmission line No 98H/1 was commissioned on 31 July 1988. The line became the responsibility of Ilawarra Electricity from 14 May 1990. The conditions set down in the Electricity Commission's response of 7 June 1990 to your initial query also apply as far as we are concerned, with the one exception that a peak particle velocity ground vibration limit of 25 mm/sec at the structure is acceptable for this type of transmission line construction. We understand that the 4 mm/sec figure quoted by them relates to a future substation development, their site for this being approximately 1 km from Portion 66 in a westerly direction. You should however confirm this with them direct. Illawarra Electricity does have serious concern regarding the effects of dust generation, and the provisos of the statement under this heading in the EC and NSW letter of 7 June 1990 are confirmed in full. We would expect that protection of the line from both this and possible flyrock damage would result in practice to significant limits to the proximity of blasting to the line. It is recommended that the ElS address these concerns in detail. Please do not hesitate to discuss any aspect of this development with us further; we would appreciate being kept fnformed as the project progresses. Yours faithfully
for M -W GREENTREE General Manager SERVING THE SOUTH EASTERN SEABOARD OF NEW SOUTH WALES.. .. ... J Illawarra Electricity is the registered business name of Illawarra County Council
I I . page 37
1 APPKNDIX 1: THE LAND. Title Description. All those pieces or parcels of land being the whole of the land U contained within the Certificates of Title described hereunder. being portions 45, 58, 66, 102, 105, 108, and 159 in the Parish of Tomerong in the County of St.Vincent in the City of Shoalhaven I containing by admeasurement 274.56 ha. Title Details I Current and previous title details are as below. Current Original Portion Certificate Certificate Date Plan Portion of Title of Title of small no. Area I Number Volume Folio Volume Fol Grant 2013 ha 45 a 13520 98 2388 143 22 07 13 1526 19.93 I 58 a 13520 94 3210 111 29 06 21 1845 16.19 66 a 13520 95 4608 172 25 01 34 3354 36.12 102 b 13520 96 3212 4 10 12 12 1423 80.94 I 105 a 13520 99 2388 143 22 07 13 1456 16.19 108 a 13520 97 2923 95 11 03 19 1463 24.25 159 a 13520 100 2187 44 19 09 11 1281 80.94 I total 274.56 a these portions together as C/T Vol.5819 Fol 215, 216 and 217, each Title for a one third equal shares, now cancelled. I b this portion as C/T Vol.5819 Fol 218, 219 and 2.20, each Title for a one third equal shares, now cancelled. Torrens Title Folio Identifier: Portion No./755965 I Physical description The land is freehold land made up of 7 parish portions and is bound to the south by Yerriyong State Forest No. 920 and surrounded on I the three remaining sides by vacant Crown land. The land is bisected by Parma Creek. The land is at two elevations: a plateau at about 170 m.AHD surrounding a valley containing the Creek at I about 120 m.AHD. The land collectively is known locally as "Hellhole". Location I The land can be located on the 1:25000 topo. map Huskisson (9027-4-- N) at grid reference: 733213.
I Access Access to the land from the Princes Highway is via Blackbutt Range Road (also known as Blackbutt Ridge Fire Trail) which passes through Yerriyong State Forest, to Parma Fire Road and then Hell I Hole Road to portion 102. The named roads are Crown roads. Restrictions Portion 66 is subject to Mining Lease 14L321 (73) for clay minerals held by Claude Downes of Nowra Brickworks, valid until 14 Dec.1997. The lease area totals 9.753 ha of which 3.887 ha is within portion I 66 and the remainder is adjoining Crown land to the west. The lease extends from the surface to a depth of 30 metres. I page 38 I Portion 102 is affected by a transmission line easement 45 metres wide on the southeast corner of the land, vide instrument X902688 and DP640784, sheet 3 of DP642387 and Govt.Gaz. 23 Sep.1988 folio 5019. The line is the Shoalhaven - Ulladulla 132 kV Transmission I line being line No.98H/1. Aerial Photography. I The land is covered by the following aerial photographs: Run Date Altitude/Scale/Series 1803/5013 13 18.04.70 3474m Nowra - B.Bay I 2878/154 iT 11.08.80 5791m 1:60489 TJlladulla 3524/111 66 06.07.86 3827m 1:25000 Coastal Wetlands 3592/16 1 02.10.87 1:40000 Jervis Bay I Dimensions of Portions from portion Plans and Dates of Survey. portion links bearing metres survey date 45 N 2000 90.00.00 402.336 10 Aug 1886 I E 2473 180.00.00 497.488 S 2000 270.00.00 402.336 w 2473 360.00.00 497.488 I 58 N 2801 90.00.00 563.472 03 Jul 1895 E 1431 180.00.00 287.871 S 2801 270.05.00 563.472 I W 1427 0.00.00 287.067 66 N 2000 90.00.00 402.336 20 Mar 1933 I E 4473.6 180.00.00 899.945 S 2000 270.00.00 402.336 w 4474.2 00.00.00 900.066 I 102 N 4472 90.00.00 899.623 22 Oct 1885 E 4473 180.00.00 899.824 S 4472 270.00.00 899.623 I W 4473 360.00.00 899.824 105 N 2000 90.00.00 402.336 21 Jan 1886 U E 2000 180.00.00 402.336 S 2000 270.00.00 402.336 w 2000 360 402.336 I 108 N 2800 90.00.00 563.270 06 Feb 1886 E 2144 180.00.00 431.304 S 2800 270.00.00 563.270 I w 2144 360. 431.304 159 N 4427 90.00.00 899.623 17 Sep 1884 E 4473 180.00.00 899.824 U S 4472 270.00.00 899.623 W 4473 360. 899.824 I Notes on Parish Map at Land Titles Office pertaining to these portions Note 71: DP 640784 easement , resumed basement for transmission line Gaz 23.9.1988,fol.5019. This easement is 45 metres wide and I crosses the SE corner of Portion 102 vide Sheet 3 of DP 642387, vide Govt.Gaz. 23.09.88 folio 5019. I Note 82: DP642387, easement unregistered.
page 39 I APPENDIX 2: NOISE IMPACT STATEMENT -
CONTENTS. I Introduction. Sound Level Measurements. Machinery. I Nearest Residences. 5 Blasting. Traffic Noise. I Estimates of Sound Level. Noise Control Measures. Discussion. Conclusions. I References. Declaration. I 1. Introduction This Statement forms part of an Environmental Impact Statement for the extraction of ridge gravel and sandstone at Tomerong. The land is described in Appendix 1 of the Statement and can be located at I grid reference 733213 on the Huskisson map (1), see Figure 1 and Plan 1 of the Statement. The existing noise environment of the land consists of natural noises such as wind and thunder and the I non-natural noises of passing traffic and overf lying aircraft. The land is surrounded on three sides by vacant crown land and on the fourth (southern) side by State forest. These surrounding lands I are extremely effective buffer zones. 2. Sound Level Measurements. Sound level measurements were determined using a B & K instrument I model 2219 with microphone type 4130 and set at fast response. The background sound level was determined as follows: Ambient : 1115 hours EST, 7 June 1990, 16 C. bright and sunny, three eights cloud, no wind, no rain Location : intersection of Hell Hole Fire Trail and I electricity easement, south eastern corner of the land Sound Level : 35 to 36 dB(A) Comments : very slight traffic noise audible in the distance, I the background level is below the daytime limit for rural land of 45dB(A) (Acceptable) recommended I by the SPCC (2). 3. Machinery. The sound levels of machinery proposed to be used are as below. Unless stated to the contrary the sound levels are for "bystanders I at 7 metres according to AS 2012" and were obtained from the machinery suppliers and/or manufacturers. I A Caterpillar D8 bulldozer or equivalent will be used for earthmoving. A D8N bulldozer has sound levels to SAE J88 at 15 metres of 81 dB(A) at low idle, 81.7 dB(A) for hydraulic cycle and I 85.7 dB(A) for drive-by in mid gear. I page 40 I Contractors use various Drill rig configurations. To date the most common has been an pneumatically powered "air track" plus diesel powered air compressor. Recent trends are to hydraulically powered I units. Sound levels of both types of rigs are not available. The sound level for a Hanomag 77D front-end loader is 81 dB(A). I The crushing plant is an in-house design made up of the components detailed in Section 3.3 of the Statement. Sound levels of the crushing plant processing sandstone from the site have not been I made. Sound levels of the order of 82 to 84 db(A) at 20 metres are expected. A diesel powered mobile screen may be used as well as the crushing plant. Typically a Powerscreen mobile screen has a sound level of 75 to 79 dB(A). I Secondary breaker: Hitachi EX220 + Krupp 950 rock pick. An Hitachi EX220 hydraulic excavator is used as a support and power supply for the rock pick. In the power mode these excavators have a sound level of 73 dB(A). A Krupp 950 rock pick has a sound level I of 94 dB(A) when breaking sandstone. This implement can be silenced to give about a 2 dB(A) reduction in sound level. I Sound levels for the Caterpilar 769C dump truck according to SAE J88at 15 metres are 82 dB(A) at high idle and 85 dB(A) for machine I moving. These levels become 88.6 and 91.6 dB(A) at 7 metres. Nearest Residence. The nearest residence is about 1.9 km south east of the land. This residence is located on portion 186 in the parish of Wandrawandian I on the Turpentine Road and can be located at grid reference 746192 on the Huskisson map (1). The surrounding lands are vacant Crown land and State forests which do not contain residences. These I lands act as buffer zones to the development. Blasting. Material will be won by drilling and blasting. Drilling machines I are usually pneumatically actuated "air track" types comprising of a track mounted drill plus an air compressor. Alternatively hydraulically actuated machines are available. As yet a drilling I machine has not been selected, however such machines are fitted with both dust and noise suppression equipment. I The standard S.P.C.C. environmental limits for blasting are: ground vibration 5 mm/second peak particle velocity air overpressure 115 dB(Linear) These limits are as measured at the boundary of the affected I property which in this case is about 1.9 km from the land, see below. The Electricity Commission normally has ground vibration from blasting limits of 4 mm/second at the nearest affected I electricity substation and 25 mm/second at the nearest affected electricity powerline structure. I These limits can be achieved with a maximum instantaneous charge (MIC) of 25 kg in holes 65 inn dia. by 10 metres long. The actual ground vibration should be measured to determine if the MIC can be I altered. page 41 6. Traffic Noise. The route from the quarry to the Highway passes only one residence where traffic noise could be a problem. This residence is located off the Blackbutt Range Road and can be located at grid reference I 786218 on the Huskisson map (1). This residence is some 300 metres from the Road, about 450 metres from the Highway and about 5 km in I direct line from the land. The latest available data in AADT for the two closest stations for 1988 have been used to estimate traffic movements on the Highway in I 1990. For Station No. 075053 at Klimpton (north of MR 312: Huskisson Road) 13,000 movements are estimated. For Station No. 075055 at Toinerong (north of TR 92: Braidwood Road) 7,700 movements are estimated. Of these two stations the Tomerong station best I represents traffic passing the Blackbutt Range Road intersection. A value of 7200 vehicles/18 hours has been assumed from the I Toinerong estimate ( ie 0.94 x AADT). The D.M.R., now the R..T.A., have published guidelines for the prediction and measurement of road traffic noise (3). The guidelines are not directly applicable to this existing rural I situation as they: i. relate to new works and newly completed works, are based on the L10(18 hour) noise level, I relate to urban roadways with traffic in excess of 1000 vehicles per 18 hours. I The existing situation is that the road is a rural, forestry road that has been in use for some years and has a traffic volume of about 20 vehicles per day [far below the 1000 vehicles per 18 hours]. The D.M.R. guidelines do provide a reasonable basis of I traffic noise evaluation in the absence of alternative guidelines. Appendix E of the Road Traffic Noise Guidelines (3) has been used I to calculate the L10(18 hour) sound levels at a distance of 10 metres from the roadway for traffic at different speeds. These sound levels were then converted to sound levels at distances of 300 and 450 metres. For the calculations the following data were I used: Blackbutt Range Road Princes Highway vehicles/day 1000 7200 heavy vehicles (p) 10% 10% I distance 300 metres 450 metres ROAD TRAFFIC L10(18 hour) NOISE LEVELS 10 metres 300 metres 450 metres I 0% p, 75 kph 57.8 dB(A) 28.26 dB(A) 33.54 dB(A) 10% p, 75 kph 66.6 dB(A) 30.66 dB(A) 35.94 dB(A) 10% P 100 kph 69.0 dB(A) 37.84 dB(A) I I is page42 I The SPCC (4) gives the following noise levels as Environmental Goals for Road Traffic Noise: Management Goals (existing situations) L10(18 hour) 65 dB(A) I Intermittent or Low Traffic Flow, Leq 60 dB(A) The Intermittent or Low Traffic Flow situation applies to this I development and the calculated noise levels above are well below the goal level and approximately equal to the assumed background level of 35 dB(A). [Here the L10(18 hour) level has been taken to I equal the Leq level] l. Estimates of Sound Levels. In order to estimate the effect of the development on the noise I environment at the nearest neighbour some 1900 metres to the south noise levels at the development has been calculated which correspond to a background of 35 dB(A) and "background + 5 dB(A)". I BACKGROUND sound level distance 84 dB(A) 7 metres 77 dB(A) 15 metres I 67 dB(A) 50 metres 35 dB(A) 1900 metres I "BACKGROUND + 5 dB(A)" sound level distance 89 dB(A) 7 metres I 82 dB(A) 15 metres 71 dB(A) 50 metres 40 dB(A) 1900 metres I The calculations, based on attenuation due to divergence (5), are without any allowance for intervening topography or vegetation. Such allowances would further reduce the sound levels. Sound I levels of the order of 89 dB(A) within the quarry would not contribute significantly to the local noise environment as the quarry faces would act as noise control structures.. I The sound levels at the nearest neighbour are below the daytime extreme limit for rural land of 50 dB(A) recommended by the SPCC (2). 8. Noise Control Measures. Measures to control the generation of noise are: I operations to be restricted to the times below, Mondays to Saturdays 6 am to 6 pm Sundays and public holidays no operations. diese l powered plant to be correctly fitted and maintained I with the manufacturers' standards being the minimum standards. Particular attention should be given to diesel engine exhaust systems and the care and maintenance of mufflers I stockpiles should be formed and positioned so as to act as noise control barriers, 4. on site truck speed to be limited to 25 km/hour, haul roads to be formed and graded to prevent bouncing and I drumming of empty trucks, the grade on haul roads to be generally about 10%, page 43 I trucks, both empty and loaded, should not exceed 60 km/hour when passing along Blackbutt Range Road. blasting to be carried out between the 9 am and 3 pm Mondays to Fridays I overpressure from blasting not to exceed 115 dB(Linear) ground vibration from blasting not to exceed 5 mm/second at the nearest affected residence, LI ground vibration from blasting not to exceed 4 mm/second at the nearest affected electricity substation, ground vibration from blasting not to exceed 25 mm/second at the I nearest affected electricity powerline structure. 9. Discussion. I The development is remotely located along a formed but unmade road with the nearest residence being about 1.9 km to the south of the land. Calculations of sound levels iidicate that the noise environment at the location of the nearest neighbour would not be I affected by development. Calculations of sound levels at the location of the nearest neighbour are within the range of "background + 5 dB(A)". No allowance for topography has been made in the calculated sound levels. Considering the wooded hilly I terrain a further reduction in the calculated sound levels is likely. The development is surrounded by vacant Crown land and State forests. These lands do not contain residences and would act I as buffer zones to the development. Traffic noise is unlikely to be a problem. Calculation using I available data and formulas indicate that traffic noise is within the levels of the SPCC: Environmental Goals for Road Traffic Noise.
FAUNA. I The effect of noise on fauna has not been widely studied. Available information is sparse and refers to domestic animals and to a limited number of native animals. The noises which would I effect native fauna are those of blasting and machinery. Native fauna would be accustomed to thunder which is similar in intensity to blasting. The climatic conditions which precede thunder are different from those which precede quarry blasting. For safety I reasons quarry blasting is carried out during fine weather and not during weather conducive to thunder. I The effects of noise exposure on poultry was reviewed in 1982 (6). The conclusions reached were: * that a loud noise of 90 dB at any audible frequency was LI observed to produce harmful physiological effects in fowls, * the overall effects of sub and supersonic aircraft and associated sonic booms were found to be minimal * that poultry is adaptive an d can be conditioned to noise I exposure. Aviation noise effects on wild and domestic animals were reviewed I in an American report (7). The report discussed wildlife: birds and fish; domesticated animals: pigs, dairy cattle, poultry and mink and laboratory animals: mice, rats, monkeys and rabbits. This I report concluded "while instances may arise in which aviation noise does create a concern for those protecting wildlife or involved in animal husbandry, in general, aviation noise has a minimal impact I on animals". page 44 I It is not appropriate to directly compare farm animals and American fauna with Australian native fauna. However considering that the existing enviromnent contains the noise elements of thunder, aircraft and some traffic, and provided that the noise level from I the development is kept within the normal environmental limits the impact on native fauna is expected to be slight. With time conditioning of, and adaptation by native fauna may minimise the I impact. These limits can be achieved with a maximum instantaneous charge (MIC) of 25 kg in holes 65 mm dia. by 10 metres long. The actual I ground vibration should be measured to determine if the MIC can be altered.
I 10. Conclusions. Provided that the noise control measures are applied it is unlikely that the sound from the development will be offensive. The nearest residence to the land is about 1.9 km to the south and at such a distance sound levels from the development would be I at or below the background level. Development related road traffic noise at and about the Bla ckbutt Range Road - Princes Highway intersection is unlikely to I be a problem. ii. References. I CMA map Huskisson 9027-4-N scale 1;25000, SPCC, Environmental Noise Control Manual, 1985, Chapter 21-1 DMR, Road Traffic Noise, 1987. I 2. SPCC, Environmental Noise Control Manual, 1985, Chapter 157-2 Handbook of Noise Control, ed: C.M.Harris, 2nd ed.1979 I Sound Advice, G.Poole, in Poultry Notes July 1982, N.S.W. Department of Agriculture. Aviation Noise Effects, by J.S.Newman and K.R.Beattie, I Report No.FAA EE 85-2, March 1985, Federal Aviation Administration, Office of Environment and Energy. 12. Declaration. This Statement was prepared by the undersigned to accompany the Environmental Impact Statement for the extraction of sandstone by Normans Plant Hire Pty.Ltd. at Tomerong in the City of Shoalhaven.
I Dated: 29 August 1990
I D.P.James, P.O.Box 170, KOGARAH, 2217 I (02) 588.2614. I I I . page 45
I APPENDIX 3 Geology of Hellhole
I The land collectively is known as "Hellhole". It consists of seven parish portions and is bisected by Parina Creek. The land is at two elevations; a plateau at about 170 metres AIID surrounding a valley I containing Parma Creek at about 120 metres AHD. The land can be located on the IJiladulla 1:250,000 geological map where it is described as being "Nowra Sandstone". Recent geological survey I reports from the Department of Mineral Resources and Energy are more specific in the geological identification of the land. These reports are summarised below. I GS 1974/208, "The low cost extractive resources of the Nowra - Jervis Bay area", by I - B - L .Paterson. In this report the plateau is identified as Nowra Sandstone a I shallow marine sediment of the Shoalhaven group and the valley as being Wandrawandian Sandstone a marine, open shelf sediment also of I the Shoalhaven group. GS 1974/520, "Geological notes on the crushed and broken stone and natural road base resources of the Nowra - Jervis Bay area", by I.B.L.Paterson .I This report was extracted from GS 1974/208 by the same author. Plan 7279 of this report shows Hellhole as an area "underlain by sediments of the Wandrawandian Siltstone and Berry Siltstone in I which suitable areas for the extraction of structural clay shale could be located". This is consistent with the existing Mining Lease ML321 (73) over portion 66. The text of the report comments on ridge gravels as being lateric gravels derived from tertiary I laterite (residual and colluvial deposits) usually about 1 metre deep which require large areas to be cleared to produce a reasonable quantity of material and which are difficult to I rehabilitate because the underlying cemented laterite is not readily revegetated. I GS 1977/287, "Potential breakwater stone quarry sites: Jervis Bay Region", by J..M..Hawke. Hellhole is identified as potentially suitable as a location of "sedimentary rock" for breakwaters. The sites identified were I selected on both their geological suitability and closeness to the end-use location. I GS 1980/203, "Jervis Bay Boatharbour, Investigation of potential breakwater quarry sites", by G.H.McNally.. Three locations along the eastern parts of portions 102 and 159 are identified as sandstone quarry sites. These are shown as 11, ha I and lib in Figure 3 of the report. Two of the sites (11 and ha) correspond to the existing quarry location; the third site (lib) is south of these. The local geology is described as lateritised U sandstone gravel 2 to 3 metres deep overlying Nowra sandstone. The sandstone is at least 40 metres thick and consists of "a yellowish fine to medium grained massive quartz arenite with about 3% gravel- U sized fragments". The locality is bounded to the west by 10 metre high cliffs of Nowra sandstone exhibiting widely spaced (3-5 metre) joints. The sites identified were selected on both their geological I suitability and closeness to the end-use location. I page 46 I M'PENDIX 4 SOIL AND WATER MANAGEMENT
Contents. I Introduction. Rainfall and Runoff Water Management Requirements. I Design Storm Event. Water Demand. Water Management. I Soil Management. References Introduction. I The management of soil and water is necessary to, inter alia, prevent erosion, retain soil for rehabilitation, prevent siltation and sedimentation of water courses and conserve water resources. F Site location is shown in Figure 1 and site topography is shown in Plan 1. The areas of Site 1 and Site 2 are about 5 ha. and 11 ha. respectively. Mean annual rainfall for the area is 1149 mm spread over 130 rain days. Details of rehabilitation are given I within the body of the Statement.
I Rainfall and Runoff For the locality rainfall intensity - frequency - duration values have been determined by means of Australian Rainfall and Runoff I (1987) data and are attached to this Appendix. Site 1 has a slight slope to the west and has a maximum surface water flow length of about 160 metres. The time of concentration I is about 12 minutes. Site 2 has a slight slope to the north-east and has a maximum surface water flow length of about 375 metres. I The time of concentration is about 25 minutes. Water volumes for both mean annual rainfall and storm events are below. These volumes have been used in I SITE 1 SITE 2
Area 5ha liha r time of concentration 12 minutes 25 minutes intensity 1 in 10 year storm 140 mm/hour 104 mm/hour I 1 in 100 year storm 203 mm/hour 153 mm/hour rain volume 1 in 10 year storm 1,400 cu.m. 4,700 cu.m. I 1 in 100 year storm 2,000 cu.m. 6,900 cu.m. mean annual rainfall 1149 mm 1149 mm mean annual raindays 130 days 130 days I annual rain volume 57,000 cu.m. 126,000 cu.m. I I page 47 I Considering the quarry floor depth of 20 metres below the natural surface the volume of groundwater entering the quarry is expected to be small and resulting from seepage and possibly perched I watertables. By way of comparrison bores in Nowra sandstone typically at depths of 60 to 80 metres deliver some 0.5 to 2 litres/second of water.
3. Water Management Requirements. The requirements of the Department of Water Resources are for I runoff from process tailings and stockpile areas to be contained in a dam to contain runoff from a 1 in 10 year storm. SPCC requirements are for total impoundment of a 1 in 10 year storm of I duration equal to the time of concentration of the catchment.
4. Design Storm Event. The 1 in 10 year storm design criteria are: site duration water volume 1 12 minutes 1400 cubic metres 2 25 minutes 4700 cubic metres. The dams are required to contain these volumes.
5. Water Demand. Water will be required for the development as water sprays on the crushing and screening plant to prevent dust pollution, for addition to some products to obtain the optimum water content, for watering of haul roads to lay dust and in the rehabilitation of the land. The annual water requirement of about 2300 cubic metres consists of: about 2000 cubic metres for dust control and moisture adjustment in road base, 300 cubic metres for dust control on haul roads. The water will be obtained from that impounded and retained on the land and as necessary by pumping from Parma Creek. Considering the annual rainfall pumping from the Creek is unlikely. Rain water will be collected for drinking and washing.
6. Water Management. For each site surface water management to minimise sediment pick-up and erosion and to provide a water supply will be applied. Water management will consist of diversion drains to deflect water away from the site towards natural bushland. Water on the site will be directed to a series of catch dams to detain and retain water. The aggregate capacity of these dams will be equal to the volume of a 1 in 10 year return period storm. Water retained in these dams will be used as the water supply for the development. The quarry floor will slope down to a dam to contain the initial flush of the quarry floor. Water in this dam will pass, by being pumped if necessary, to a second dam before discharge through a geotextile fabric filter to the valley. As the development proceeds access to the valley as shown in Plans 2 and 3 will be made to allow drainage of the quarry floors. page48
I.7. Soil Management. To assist in rehabilitation and to prevent soil erosion the following general measures are to be applied. The top 50 to 100 mm of soil is to be stripped and stored in I bunds about the development to act as a seed source in rehabilitation. (It should be noted that the land has a very shallow depth of soil overlying a layer of infertile ridge gravel. I Friable overburden about the edge of excavations shall be battered at 3H:1V away from the excavation. 3) The faces of quarry excavations may be vertical, with a I average maximum face height of 10 metres. The track leading down to Parma Creek to be regraded to have crossfall drainage and cross bank runoff diversions. I Haul roads on site to have a maximum grade of 10%,
8. References Advice in the preparation of this Appendix has been received from the Department of Water Resources, the Soil Conservation Service of I New South Wales (Nowra office) and the State Pollution Control Commission (Wollongong office). The following documents and sources have been referred to: 1. General Requirements for Environmental Impact Statements I Dept.of Water Resources, 1990. 2. P. Wilkes, SPCC, Wollongong office. N. Kesby, Soil Conservation Service, Nowra office. I Guidelines for the planning, construction and maintenance of trails. Soil Conservation Service of New South Wales, 1985. 5. Guidelines to meet Soil Conservation Service requirements for Environmental Impact Statements - Mining (provisional issue), I Soil Conservation Service of New South Wales. I I I I I I I I
page 49 I Rainfall intensity - Frequency - Duration for Hellhole, near Tonherong. I 2 year, 1 hour intensity: 45.00 mm/hr 2 year, 12 hour intensity: 10.00 mm/hr 2 year, 72 hour intensity: 3.50 mm/hr 50 year, 1 hour intensity: 90.00 mm/hr I 50 year, 12 hour intensity: 22.50 mm/hr 50 year, 72 hour intensity: 7.50 mm/hr Skewness: .01 I Geographical factor for 6 minute, 2 yr storm: 4.27 Geographical factor for 6 minute, 50 yr storm: 15.76 Latitude : 35.0200 I Longitude: 150.5100 Duration Average Storm Recurrence Interval (years) I 1 2 5 10 20 50 100 Sm 110.09 139.66 173.63 190.97 216.12 248.45 272.66 6 103.30 131.18 163.53 180.11 204.07 234.91 258.03 I 10 84.84 108.08 135.87 150.31 170.92 197.56 217.60 12 78.55 100.20 126.37 140.04 159.48 184.62 203.57 15 71.15 90.90 115.13 127.87 145.88 169.23 186.85 18 65.37 83.64 106.31 118.30 135.17 157.09 173.65 I 20 62.16 79.59 101.39 112.94 129.18 150.28 166.24 25 55.68 71.41 91.40 102.07 116.98 136.40 151.12 30 50.72 65.15 83.72 93.69 107.56 125.65 139.39 I 35 46.78 60.16 77.58 86.97 100.00 117.02 129.96 40 43.55 56.08 72.53 81.44 93.76 109.88 122.16 45 40.84 52.65 68.28 76.78 88.50 103.85 115.56 I 50 38.53 49.72 64.64 72.78 83.98 98.68 109.89 55 36.54 47.19 61.49 69.32 80.06 94.17 104.95 60 34.80 44.97 58.72 66.27 76.61 90.21 100.59 75 30.48 39.46 51.74 58.52 67.78 79.97 89.30 I 90 27.32 35.41 46.59 52.79 61.23 72.37 80.91 2.Oh 22.93 29.78 39.40 44.78 52.06 61.70 69.11 3.0 17.86 23.27 31.03 35.41 41.32 49.15 55.19 I 4.0 14.95 19.52 26.18 29.96 35.04 41.80 47.02 5.0 13.02 17.03 22.94 26.31 30.83 36.86 41.53 6.0 11.63 15.23 20.60 23.67 27.78 33.27 37.52 8.0 9.74 12.78 17.38 20.04 23.57 28.31 31.99 I 10.0 8.49 11.16 15.24 17.61 20.76 24.98 28.27 12.0 7.59 9.99 13.69 15.85 18.71 22.56 25.56 14.0 6.98 9.18 12.56 14.53 17.14 20.65 23.38 I 16.0 6.49 8.53 11.66 13.47 15.88 19.12 21.64 18.0 6.08 7.99 10.91 12.60 14.85 17.86 20.21 20.0 5.74 7.54 10.28 11.86 13.97 16.80 19.00 I 22.0 5.45 7.15 9.74 11.23 13.22 15.89 17.97 24.0 5.19 6.81 9.26 10.68 12.57 15.10 17.07 4.12 5.40 7.31 8.41 9.88 11.84 13.36 48.036.0 3.47 4.54 6.13 7.04 8.26 9.88 11.14 60.0 3.02 3.94 5.31 6.09 7.14 8.53 9.61 72.0 2.68 3.50 4.70 5.38 6.30 7.52 8.46
I I I
I APPENDIX 5: RECONNAISSANCE SURVEY OF NATIVE FLORA AND FAUNA I I I
REpert ri EL I (DF' NA.mIVE F'LC)RA. ANTI) FA.UNTA. I in t].e 'vicimit Qf HJHcDLE. I ri 4e -~L ir NQwra
I conducted between February and April, 1990 I for D. P. James & Company. I P.O. Box 170, Kogarah, N.S.W. 2217
I by Peter Barrer, I 6 Canton Place, Holt, A.C.T. 2615 I May, 1990. I I I I I I
2
SUMMARY: I Flora, fauna and habitat values of those parts of Portions 66, 105, 45, 102, 159, 108 and 58, Parish of Tomerong, County of St. Vincent, City of Shoalhaven, lying U on and to the east of Parma Creek, were investigated in the course of a reconnaissance survey.
I Habitats:
The Study Area contains an unusually wide range of habitats, plant communities I and plant and animal species. Within the gully formed by Parma Creek are aquatic, riparian, closed forest (warm temperate rainforest), tall open forest and open forest communities. on the edge of the Nowra sandstone plateau above are extensive rock faces with associated communites of petrophytes and rainforest I margin species. The plateau itself accommodates broad areas of open forest, together with smaller areas of woodland, open woodland, mallee scrub, Leptospermum scrub, Banksia scrub and heath, low wet heath, sedgeland-like I heath and Leptocarpus sedgeland in the wetter areas, particularly those to the north-east and south-west. I PaStImpacts: Much of the forested portion of the Study Area has been affected by past timber-getting, sometimes severely so in parts of the Parma Creek Gully, and less severely so on the sandstone plateau. Nevertheless, some areas of mature rainforest and mature tall open forest remain essentially intact, and there is good regeneration in most other areas, although not necessarily towards the original I communities. Ridge-gravel extraction has been accompanied by broad-scale clearing of open forest in one small part of the plateau. Elsewhere, isolated individualtrees have been removed from plateau open forest. The wetter or more poorly drained parts of the plateau, with timber values poor or absent, remain essentially pristine.
Fbra:
At least 11 species of Eucalyptus occur as trees in the Study Area, together with Syncarpia glomulifera (Turpentine), Angophora floribunda (Rough-barked Apple), I Allocasuarina littoralis (Black She-oak) and Banksia serrata (Saw Banksia). Although it is possible to identify a broad range of tree-dominated associations, most contain one or more of S. gloraulifera, E. gun'unifera (Red Bloodwood) or E. I pilularis (Blackbutt) as dominants, co-dominants or associated species. Approximately 270 species of vascular plants were noted, approximately one third of which are rainforest species, the rest being predominantly sandstone flora. Rare or vulnerable species are localised in several plateau communities. Plateau open forest contains good populations of the pea-flowering shrub, Pultenaea (3RCa). The prostrate Rulingia hermanniifoiia (3RCa) and the small shrub Pseudanthusvillifera divaricatissimus (3RCa) occur very occasionally in moist shallow soils over rock. The wattle Acacia subtilinervis (3RCa) grows along the moist rocky edges of some heath and scrub communities, whereas a small ti-tree Leptospermum epacridoideum (2RC-) is a common species in some areas of low wet heath. The Study Area also contains a significant portion of several previously unknown stands of the vulnerable, locally endemic and as yet undescribed mallee, Eucalyptus'langleyi' (2V). These stands, comprising perhaps a total of 1,000 individuals, are amongst the best of the small number known. I 3
Mammals:
The Study Area proved to possess an unusually rich mammalian fauna. Fifteen species of native mammals were detected either with certainty or with some degree of probability, together with 3 introduced species. A number of other native mammals are expected.
Rare species include probably large populations of the vulnerable, mouse-sized marsupial predator, the White-footed Dunnart (Sminthopsis leucopus), together with evidence of the threatened Brush-tailed Rock Wallaby (Petrogale peniciliata) and the Eastern Tiger Cat (Dasyurus maculatus). At least one other medium-sized terrestrial mammal, a bandicoot, still survives in parts of the Parma Creek gully despite the presence of introduced predators. This animal appears to be the Southern Brown Bandicoot, Isoodon obesulus, a species for which there has been some concern in recent years.
Bush Rat (Rattus fuscipes) and Brown Antechinus (Antechinus stuarti) are common small terrestrial mammals found through most of the area. Arboreal species are represented by Common Ring-tailed Possums (Pseudocheirus peregrinus), Sugar Gliders (Petaurus breviceps), Eastern Pygmy Possums (Cercartetus nanus) and probable signs of Feathertail Gliders (Acrobates pygmaeus). Greater Gliders (Schoinobates volans) were present in gully forests until recently, and are probably still present. The Study Area provides good habitat also for other arboreal species, and Common and Mountain Brushtail Possums are both expected. There is possible habitat also for rarer arboreal species including Koala and Yellow-bellied Glider. Large terrestrial mammals are represenXed through much of the area by Wombat (Vombatus ursinus), Red-necked Wallaby (Macropus rufogriseus) and Swamp Wallaby (Waliabia bicolor). Eastern Grey Kangaroo (Maci-opus giganteus) occurs in drier, more open plateau sites. Parma Creek provides suitable habitat for Platypus and Eastern Water Rat.
Birds:
The Study Area provides good habitat also for birds, particularly rainforest, wet scierophyll forest, dry scierophyll forest, scrub and heathland species. Forty- seven species were recorded, but many more are likely.
Superb Lyrebird (Men ui-a novaehoilandiae), Satin Bowebird (Ptilinorhynch us violaceus) and Eastern Whipbird (Psophodes oil vaceus) are three of a range of species commonly encountered in wetter gully forest habitats. Gang-gang cockatoos (Cailocephalon fimbriatum) feed in the forest canopy. The rare Sooty Owl (Tyto tenebricosa) hunted in gully forests until recently, and may still do so. Rock Warbiers (Origma solitaria) forage on and near the plateau edge, and Boobook Owls (Ninox novaeseelandiae) roost in some of the overhangs there, an unusual behaviour for this species. Numerous honeyeaters feed on Barmksia flowers in plateau open forest, woodland and heath. Uncommon or rare species such as the Southern Emu Wren (Stipiturus rnalach ui-us) and Beautiful Firetail (Embiema bellum) may be seen in or adjacent to heathy habitats.
Study Area habitats are important, not only to resident birds, but also to altitudinal and latidudinal migrants including many species of honeyeaters and occasional trans- equatorialmigrant waders. The Study Area serves an important role as a wildlife corridor. Food, shelter and rest offered by Study Area habitats are important for the survival of migrating and probably dispersing fauna. 4 I . Reptiles and Amphibia: I Reptiles are abundant. The Eastern Water Skink (Sphenomorphus quoyii) is common near water throughout the area, and another small skink, Lampropholis delicata, is abundant throughout all other timbered habitats. A total of 8 diurnal species were recorded, but the area provides good habitats for a much larger I range. In particular, the rocky edge of the sandstone plateau could provide shelter for the endangered Broad-headed Snake, several species of gecko, Diamond Python, Brown and Green Tree Snakes, Small-eyed Snake and Red-naped I Snake amongst others. The area is likely also to accommodate a range of frogs. There is suitable habitat I for the rare Giant Burrowing Frog, a species which is known to occur nearby. Habitat Values andFutureDeye10pmen
I Much of the Study Area possesses high to very high habitat values, despite past impacts. Values in the Study Area are unusually high, partly because of the area's intrinsic qualities and partly because it represents one portion of a much I broader natural area with significant biological attributes. Of particularly high value in the Study Area are: the rocky edge of the sandstone plateau and adjacent forest; the often poorly drained and generally I moist to wet woodland, open woodland, scrub, heath and sedgeland communities in the north-east and south-west of the Study Area; all aquatic and riparian habitats; all gully habitats . with a moderate to deep cover of sandy soil; all I rainforest; and all remaining areas of mature (gully) tall open forest. Of lesser but still high value are: remaining areas of gully open forest and regenerating tall open forest, together with most of the plateau open forest. The high values I of many of these habitats depend upon the qualities of the Nowra sandstone plateau, which functions as a reservoir and channels water through the rock to water-dependent communities such as rainforest and heath or sedgeland.
I Given the distribution of the more valuable habitats, communities and species of the Study Area, two already part-impacted sites with lesser although still significant values are identified within this report. it is recommended that all I proposed future ridge gravel and sandstone quarrying activities be restricted entirely to areas within these two sites. Adherence to safeguards and constraints recommended elsewhere in this document should significantly reduce the avoidable impacts of the development on nearby fauna and flora and on downstream I habitats. Rehabilitation at the end of quarrying operations should be directed at maximising the rare habitat potentials of the abandoned quarries.
I Because residual impacts of development are unavoidable, and because the summed effects of these will inevitably downgrade nearby high habitat values, it is recommended also that strong (counter) measures be taken to ensure the long- term future preservation of remaining Study Area habitats at a level significantly above that operating at present. I I I I ACKNOWLEDGEMENTS:
I thank the following individuals and organisations for invaluable assistance received during the course of this study:
Ian Brooker, John Briggs and John Leigh, CSIRO Division of Plant Industry, Canberra. John Calaby and John Wombey, CSIRO Division of Wildlife & Ecology, Canberra. Staff of the Herbarium, Australian National Botanic Gardens, Canberra. Barbara Triggs, 'Dead Finish', Genoa, Victoria. Liz Dovey and Andy Spate, NSW NPWS, SE Regional Office, Queanbeyan. Les Mitchell and Gerry Saals, NSW NPWS, Nowra District. Andrew Claridge, ANU Forestry Department, Canberra. Hank Jenkins, Australian National Parks and Wildlife Service, Canberra. Mike McGrath, Australian Conservation Foundation, Canberra Branch. 6 I . I CONTENTS OF REPORT: I SUMMARY 2 ACKNOWLEDGEMENTS 5 Li CONTENTS OF REPORT 6 STUDY AREA 7 DURATION OF STUDY 7 STUDY BRIEF 7 I RESULTS 7 Introduction to the Study Area 7 Flora 8 I Rainfore st 8 Tall Open Forest, Open Forest, Woodland & Mallee Scrub 9 Scrub, Heath & Sedgeland 10 Mamma ls 10 I Birds 14 Reptiles 16 Amphibia 16 I Fish 17 HABITAT TYPES AND VALUES 18 Gully Formed by Parma Creek and its Tributaries 18 I Parma Creek 18 Riparian Habitats 19 Other Closed Forest 19 Gully Tall Open (Wet Sclerophyll) Forests 20 I Gully Open (Dry Sclerophyll) Forests 20 Sandstone Plateau 21 The Rocky Edge of the Sandstone Plateau 21 I Plateau Open (Dry Sclerophyll) Forests 22 Periodically or Permanently Moist or Wet Plateau Sites 23 POTENTIAL QUARRY SITES IN THE STUDY AREA 24 I IMPACTS AND SUGGESTIONS FOR ALLEVIATING IMPACTS 25 Direct Impacts 25 Impacts of Noise and Ground Vibration 26 Impacts of Interruption, Disruption and/or Diversion of Natural Processes 27 I Erosion 28 Localised Pollution 28 Changes in Downslope Water Quality 29 I Bush fire 30 The Summed Effects of Residual Impacts 30 Further Development in the Parma Creek Catchment Area 30 I REHABILITATION 30 Preliminary to Quarrying 31 During Quarrying 31 After Quarrying 31 I RECOMMENDATIONS 32 REFERENCES 35 OTHER SOURCES 35 I APPENDICES 37 I 11 I 7
STUDY AREA: I MAP: C.M.A., Huskisson 9027-4-11,1:25,000, LOCATION: Those parts of Portions 66, 105, 45, 102, 159, 108 and 58, Parish of I Tomerong, County of St. Vincent, City of Shoalhaven, lying immediately adjacent to Parma Creek and to the south and east of Parma Creek. I DURATION OF STUDY:
Nominally 20 days, including the field component of the reconnaissance survey and other activities including research, specimen identifications and report writing. The Study Area was visited on 7, 8 and 14-16 February; 9-14 March; and 24-27 April, 1990.
STTJ..YBRJEF:
To report on terrestrial and aquatic plants, and vertebrates within the area specified, using sightings, signs and traces. To supplement these observations I by defining the major habitats with approximate estimates of habitat quality. To define the major impacts of the proposed development on the flora and fauna of the study area. To suggest methods of alleviating major negative impacts of the I proposed development. H RESULTS: I Introductionto the Study Area:
I The Study Area comprises a gently sloping Nowra Sandstone plateau at between 200 and 150 m AHD, bisected by an extensive and deep gully system formed by Parma Creek and its feeder creeks. Some parts of the gullies probably penetrate I into the underlying Wandrawandian siltstone. Overlying the sandstone plateau are various depths of lateritised sandstone gravel. Sandstone cliffs generally mark the boundary between the plateau and the Parma Creek gully system. Except for limited areas of woodland, scrub, heath and sedgeland in the NE and I SW corners, the whole Study Area is forested.
Parma Creek in the Study Area lies at between 125 and 100 m AHD. It is a permanent, moderately fast—running creek, 2-3 m wide and 30-60 cm deep under normal conditions, flowing approximately north—east between clayey banks over a I predominantly sandy substrate. The permeable sandstone plateau in and around parts of the Study Area functions as a slow release reservoir for rainwater, and impermeable layers of rock divert this water to the surface at various points. Partly as a consequence of this I locally available continuous water supply and partly because of a range of soil I I 8 types, the area supports a wide variety of habitats, communities and plant species.
Flora:
More than 270 species of vascular plant were recorded during the survey (Appendix 1A). These species are associated with a wide range of plant communities. Present are relatively small but important areas of sedgeland, sedgeland-like heath, low open heath (warm temperate wet and dry heath), wet mallee closed scrub, tall closed heath or scrub, and montane closed scrub. There are larger areas of shrubby/heathy open woodland and extensive areas of shrubby/heathy open forest and shrubby tall open forest. Finally, there are significant areas of tall open Syncarpia glomulifera forest with a closed understorey, riparian rainforest and warm temperate rainforest (vine-fern closed forest) (Appendix 1B).
RAINFOREST
Approximately 33% of plant species recorded in the Study Area are found commonly or exclusively in rainforest or rainforest margins. Of these species, 32 grow as trees or shrubs, 24 as climbers or scramblers, 20 as tussocks, ferns or herbs, 6 as petrophytes, and 1 as an epiphyte. These grow in several, quite different situations:
on the rocky edge of the sandstone plateau, petrophytes are common in favourable positions. A wide range of rainforest margin species grow here at scattered, shrubby individuals (Appendix 1), including small specimens of Ficus rubiginosa, medium-sized trees of which occasionally dominate the canopy immediately below.
In the more marginal areas on higher slopes, the rainforest canopy is restricted often to Callicoma serratifolia (Black Wattle), with or without associated species including Livistona australis (Cabbage Tree Palm). In more suitable sites, often lower down on the gully slopes, Ceratopetalum apetalum (Coachwood) and Acmena smithii (Lillypilly) become common components of the canopy. Tristaniopsis laurina (Water Laurel) and Backhousia myrtifolia (Grey Myrtle) are sometimes present in these areas, and are generally dominants or co-dominants in riparian habitat alongside Parma Creek and the lower portions of feeder creeks.
Several rainforest species recorded in the Study Area are at the southern limit of their ranges, notably the locally common species Acacia binervata (Two-veined Hickory), and the rarely encountered species Scolopia braunii (Flintwood) and Geijera salicifolia var. latifolia (Brush Wilga).
As a generalisation, the composition of much of the Study Area rainforest appears to have been affected both by timber-getting and by fire. Patches of riparian rainforest on the higher slopes, and a relatively large area of regenerating gully rainforest in the north all show clear evidence of past burning. Large stumps in and adjacent to existing rainforest show where large trees, possibly rainforest species, have been removed. Given the relative rarity of rainforest in NSW and elsewhere, and the high scientific, biological, aesthetic and cultural values attributed to it, it is important that Study Area rainforest be allowed to complete the process of recovering from past impacts of fire and timber-getting.
More detailed information on the composition, structure and location of rainforest in the Study Area is given in Appendices 1A and lB. TALL OPEN FOREST, OPEN FOREST, WOODLAND AND MALLEE SCRUB
I A number of tree species occur in tall open forest, open forest and woodland communities. Ranging approximately from the most common to the least common in the Study Area, canopy tree species are: Syncarpia glomulifera (Turpentine); I Eucalyptus gummifera (Red Bloodwood); E. pilularis (Blackbutt); E. sieberi (Silvertop Ash); E. punctata (Grey Gum); E. piperita ssp. urceolaris (Sydney Peppermint); E. Sc]erophylla (Scribbly Gum); E. agglomerata (Blue—leaved Stringbark); E. consideniana (Yertchuk); E. saligna x botryoides (Bangalay); I Casuarmna littoralis (Black She—oak); E. maculata (Spotted Gum), E. globoidea (White Stringybark) and Angophora floribunda (Rough—barked Apple).
I In addition, associated with an open woodland community in one part of the Study Area, there are single specimens, small clumps and (mallee scrub) thickets of E. 'langley!, an as yet undescribed (Brooker - pers. comm.) endemic mallee eucalypt I that occurs only in very small numbers over a strictly limited area SW of Nowra. This species is classified as vulnerable (2V) (Briggs & Leigh, 1988). The Study Area stands appear to be as extensive and as undamaged by fire as any stands I currently known (c.f. Mills, 1985), and warrant careful conservation. Both in tall open forest and in open forest, the understorey is sometimes dominated by smaller tree species including Acacia binervata and A. irrorata, I whereas Banksia serrata (Saw Banksia) often dominates the understorey of open forest and woodland. Young individuals of the dominant canopy species are often present also, and may dominate or co—dominate the understorey.
I Much of the forest and, woodland possesses a shrubby or shrubby and heathy understorey. In areas of tall open forest, the number of non—rainforest understorey or ground layer species tends to be relatively small (27 species k recorded), and to increase as the forest approaches a woodland condition (94 species recorded). Sampling bias may have accentuated the differences in these totals, but the tall open forest understorey flora is certainly less diverse than I that on the plateau above. Most of the tall open forest understorey and ground layer species are shared with forest approaching woodland, and only 33% were recorded only in tall open forest.
I Only 1 species on the rare, vulnerable or endangered species list (Briggs & Leigh, 1988) was located in plateau open forest. This is Pultenaea villifera (3RCa), locally common in 2 areas near the plateau edge, including in and near k the existing quarry.
Past and recent timber—getting in the study area have changed Study Area H forests in various ways. Tracks have been blazed to provide access to most parts of the Study Area, and many of these remain open. Harvestable specimens of the more valuable timber species are now rare or absent. Limited areas in the gully and on the plateau appear to have been totally cleared and to be in the I early or middle stages of regeneration, possibly with a changed species composition.
I More detailed information on the composition, structure and location of tall open forest, open forest and woodland in the Study Area is given in Appendices 1A, lB I and 1C. I I 10
SCRUB, HEATH AND SEDGELAND
Approximately 33% of plant species recorded in the study area occur in the relatively wet and generally infertile soils that support scrub, heath and sedgeland communities in the Study Area. Of these species, 34 were recorded only in such communities, and an approximately similar number can be considered typical of such sites.
Twelve species can be considered to grow exclusively in scrub, heath or sedgeland communities. These species are: Rulingia hermanniifolia (3RCa); Drosera spathulata; Sprengelia incarnata; Virninaria juncea; Callisternon rigidus; Leptosperm urn arachnoides; L. epacridoideurn (2RC —); Pseudan thus di varica tissim us (3RCa); Cryptandra ericoide Utricularia dichotoma; Blandfordia nobilis, and Hypoxis hygrornetrica. It is apparent that this list contains an unusually high proportion of rare species, reflecting the relative rarity and importance of scrub, heath and sedgeland habitats in the Study Area.
It is interesting that 1 of the 2 specimens of Pseudan thus divaricatissimus (3RCa) recorded in the Study Area was found adjacent to the plateau edge on the edge of the existing quarry, together with the only recorded specimens of Rulingia hernianniifolia (3RCa) (approximately 20 young and mature plants). The rare open forest species, Pultenaea villifera (3RCa) was found in the quarry nearby. It is probable that the quarry was originally sited in an unusual habitat supporting an unusual concentration of rare species. In this context, it may be significant that another unusual species, Cassia odorata, occurs at the same site. It is fortuitous, presumably, that specimens of these unusual and rare species were not all destroyed during the earlier quarrying operation.
Although most of the natural values of this particular site have been lost through earlier quarrying operations, this is not the case for other scrub, heath and sedgeland communities in the Study Area. In most cases, these communities have not been affected by timber—getting either. They remain intact and, except possibly for the consequences of altered fire regimes, much as they were at the time of European settlement.
More detailed information on the composition, structure and location of the various scrub, heath and sedgeland communities in the Study Area is given in Appendices 1A and lB.
Mammals:
The terrestrial and arboreal mammalian fauna was sampled by sightings, signs and traces, and supplemented by very limited Elliott box—trapping. Fifteen species of native mammal were detected in this way, together with 3 introduced species (Table 1).
Many species recorded in the Study Area could be expected for such sites (e.g. Antechinus stuartii, Rattus fuscipes, Vombatus ursinus, Petaurus breviceps, Pe ta uroides volans, Pseudocheirus volans, Cercarte tus nan us, A croba tes pygmae us, Macropus giganteus, Macropus rufogriseus and Wallabia bicolor (Appendix 2)). Several rare or uncommon species, however, are less expected. These are Sminthopsis leucopus (White—footed Dunnart), Petrogale penicillata (Brush—tailed Rock Wallaby), Dasyurus maculatus (Eastern Quoll) and Isoodon obesulus (Southern Brown Bandicoot). I 11
I. A single White—footed Dunnart was trapped in scrubby and heathy open forest immediately south of the existing quarry. The forest shows evidence of having been burned a few years ago, and it is likely that this poorly known species exploits an early to middle stage in the post—fire succession of a scrubby/heathy I understorey. This rare species is difficult to detect using box traps (Wombey, pers. comm.), suggesting that Study Area populations may be large. This probability is reinforced by the remains of another individual, identified as I probably of this species (Triggs, pers. comm.) in a dog scat taken from the far south—west of the Study Area. rn Brush—tailed Rock Wallaby is a vulnerable and rare species restricted to a small numberof rocky sites in South—eastern Australia, although it is rather more common in similar areas in North—eastern N.S.W.. The species' range has contracted considerably since the arrival of the European Fox, and concern has been expressed for its survival (e.g. Short, 1989). Seats possibly of this species I (Triggs, pers. comm.) were located during the present study in several widely separated caves and overhangs along the plateau edge to the south of the Study Area.
I Spotted—tailed Quoll is a medium—sized marsupial predator of scierophyll forests and rain—forests. It has become increasingly rare in the last century, and, as for the Brush—tailed Rock Wallaby, considerable concern has been expressed for its survival (e.g. Strahan, 1983). A single small scat resembling that of a quoll was taken from a small rock below an overhang along the plateau edge to the I south of the Study Area, with some probability that it was in fact of this species (Triggs, pers. comm.).
Skulls of I. obesulus were identified from Sooty Owl pellets of unknown age, I although considering the relatively exposed positions of the remains in the cave they were found in, they could be only a few years old. It seems likely that Southern Brown Bandicoot is still present near or in the Study Area, and I extensive bandicoot signs observed in sandy soils in regenerating wet scierophyll environments near Parma Creek may be of this species. In this context, it may be significant that Sooty Owls hunt by preference in wet scierophyll forest and I rainforest, and that no remains of Long—nosed Bandicoot, another possible species, were found in the Sooty Owl pellets. Southern Brown Bandicoot has undergone a major reduction in range and is believed now to be very rare or extinct along I most parts of the coast between Bega and Sydney (Claridge, pers. comm.) Bats were not surveyed. Nevertheless, the area provides numerous roosting sites in the form of loose bark, tree hollows and sandstone caves and crevices. I Rustlings attributed to bats were heard in crevices adjoining caves along the edge of the sandstone plateau. Unidentified flying bats, hunting for insects, I were noted also during spotlighting. A short—term reconnaisance survey such as the present one can only sample from species in the area. Species other than those recorded are likely also (Appendix 2). There is good habitat for other mammals, including Echidna, Platypus, Dusky Antechinus,Common Dunnart, Long—nosed Bandicoot, Common Brushtail Possum, Mountain Brushtail Possum, a range of bat species, Eastern Water Rat and Swamp Rat. In addition, there appears to be possible habitat for rarer species such as I New Holland Mouse, Koala and Long—nosed Potoroo. 12
TABLE 1
Mammalsdetectedby signs traces,sightin......
NATIVE MAMMALS:
DASYURIDAE
Dasyurus maculatus (Spotted-tailed Quoll) - Present? in Parma Creek gully. A single small scat which may have been of this species (Triggs, pers. comm.), was located on a small mossy rock under an overhang along the plateau edge adjacent to rainforest in the southern part of Portion 102. The animal had fed on a burramyid, probably feathertail glider and on numerous moth pupae.
Antechinus stuartii (Brown Antechinus) - Common through much of the study area. Animals were trapped in the gully in Leptospermum scrub near Parma Creek (1 animal/50 trap-nights), in dry scrubby and heathy open forest on the plateau at the southern end of Portion 102 (1 animal/45 trap- nights), and in recently burnt scrubby and heathy open forest immediately to the south of the existing quarry on Portion 102 (3 animals/60 trap- nights). In addition, scats, insect remains and footprints were very common in caves along the plateau edge, and Brown Antechinus remains were present in a fox scat taken from the far south-west of the Study Area.
Sminthopsis leucopus (White-footed Dunnart) - Possibly common in suitable plateau habitat. One animal was trapped in the recently burnt scrubby and heathy open forest immediately to the south of the existing quarry on Portion 102 (1 animal/60 trap-nights). The species normally is difficult to detect using box-traps and could be abundant at this site. The probable remains of another animal were identified from a dog scat found in the far south-west of the Study Area. The Jervis Bay area represents the fairly recently discovered northern limit to the NSW range of this rare and vulnerable species.
PERAMELIDAE
Isoodon obesulus (Southern Brown Bandicoot) - Was present in the general area until recently, and may still be present. Bandicoot signs were found in deeper sandy soils near gully creeks, and the remains of several individuals of this species were identified from old Sooty Owl pellets found in one of many caves along the edge of the sandstone plateau. The age of these pellets is uncertain, and the creek-side signs might belong to Long- nosed Bandicoot (Perameles nasuta), a species that could be expected there also.
VOMBATIDAE
Vombatus ursThus (Common Wombat) - Not uncommon throughout the study area. Scats were observed in all habitats ranging from rainforest to heath. Footprints were noted on several occasions, trails through dense scrub, and periodic burrows in deep soil or under tumbled boulders.
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