변경사항
On 2022년 3월 1일 AM 8시 32분 37초 +1100,
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Added resource Spring Street Drain, Muddy Creek & Scarborough Ponds - Floodplain Management Study Vol 2 to Floodplain Management Study Spring Street Drain, Muddy Creek and Scarborough Ponds - Volume 2
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Deleted resource Spring Street Drain, Muddy Creek & Scarborough Ponds - Floodplain Management Study Vol 2 from Floodplain Management Study Spring Street Drain, Muddy Creek and Scarborough Ponds - Volume 2
f | 1 | { | f | 1 | { |
2 | "author": "Bayside Council", | 2 | "author": "Bayside Council", | ||
3 | "author_email": null, | 3 | "author_email": null, | ||
4 | "contact_info": "False", | 4 | "contact_info": "False", | ||
5 | "contact_point": "council@bayside.nsw.gov.au", | 5 | "contact_point": "council@bayside.nsw.gov.au", | ||
6 | "creator_user_id": "4709c2ae-f4fb-4ac9-9b4c-a53c668db28a", | 6 | "creator_user_id": "4709c2ae-f4fb-4ac9-9b4c-a53c668db28a", | ||
7 | "data_state": "inactive", | 7 | "data_state": "inactive", | ||
8 | "extras": [ | 8 | "extras": [ | ||
9 | { | 9 | { | ||
10 | "key": "fdp_type", | 10 | "key": "fdp_type", | ||
11 | "value": "related-dataset" | 11 | "value": "related-dataset" | ||
12 | }, | 12 | }, | ||
13 | { | 13 | { | ||
14 | "key": "harvest_portal", | 14 | "key": "harvest_portal", | ||
15 | "value": "Flood Data Portal" | 15 | "value": "Flood Data Portal" | ||
16 | }, | 16 | }, | ||
17 | { | 17 | { | ||
18 | "key": "harvest_url", | 18 | "key": "harvest_url", | ||
19 | "value": | 19 | "value": | ||
20 | drain-muddy-creek-scarborough-ponds-floodplain-management-study-vol-2" | 20 | drain-muddy-creek-scarborough-ponds-floodplain-management-study-vol-2" | ||
21 | } | 21 | } | ||
22 | ], | 22 | ], | ||
23 | "groups": [ | 23 | "groups": [ | ||
24 | { | 24 | { | ||
25 | "description": "The function of [land and resource | 25 | "description": "The function of [land and resource | ||
26 | management](http://search.records.nsw.gov.au/functions/10) includes | 26 | management](http://search.records.nsw.gov.au/functions/10) includes | ||
27 | the administration of crown land and the process of alienation, | 27 | the administration of crown land and the process of alienation, | ||
28 | including surveying, mapping, and the preparation of leases and | 28 | including surveying, mapping, and the preparation of leases and | ||
29 | titles. The function also includes the zoning of land for a variety of | 29 | titles. The function also includes the zoning of land for a variety of | ||
30 | purposes (residential, commercial, agricultural, mining, native title, | 30 | purposes (residential, commercial, agricultural, mining, native title, | ||
31 | parks and gardens, etc.) and the siting of major projects such as the | 31 | parks and gardens, etc.) and the siting of major projects such as the | ||
32 | Darling Harbour Authority. \r\n\r\nThe term also covers the management | 32 | Darling Harbour Authority. \r\n\r\nThe term also covers the management | ||
33 | of resources such as water, soil and forests with the aim of ensuring | 33 | of resources such as water, soil and forests with the aim of ensuring | ||
34 | that exploitation and use are balanced by policies and practices aimed | 34 | that exploitation and use are balanced by policies and practices aimed | ||
35 | at sustaining and preserving the resource for future generations.", | 35 | at sustaining and preserving the resource for future generations.", | ||
36 | "display_name": "Land and Resource Management", | 36 | "display_name": "Land and Resource Management", | ||
37 | "id": "a160173c-b6d2-4696-9da9-3d3f71242672", | 37 | "id": "a160173c-b6d2-4696-9da9-3d3f71242672", | ||
38 | "image_display_url": "", | 38 | "image_display_url": "", | ||
39 | "name": "land-and-resource-management", | 39 | "name": "land-and-resource-management", | ||
40 | "title": "Land and Resource Management" | 40 | "title": "Land and Resource Management" | ||
41 | } | 41 | } | ||
42 | ], | 42 | ], | ||
43 | "id": "09db5f93-b344-4ea3-bd03-e0821b34915f", | 43 | "id": "09db5f93-b344-4ea3-bd03-e0821b34915f", | ||
44 | "isopen": false, | 44 | "isopen": false, | ||
45 | "jurisdiction": "New South Wales Government", | 45 | "jurisdiction": "New South Wales Government", | ||
46 | "license_id": "lsba", | 46 | "license_id": "lsba", | ||
47 | "license_title": "Licence Specified by Agency", | 47 | "license_title": "Licence Specified by Agency", | ||
48 | "likes": 0, | 48 | "likes": 0, | ||
49 | "maintainer": null, | 49 | "maintainer": null, | ||
50 | "maintainer_email": null, | 50 | "maintainer_email": null, | ||
51 | "metadata_created": "2022-02-02T23:15:16.665382", | 51 | "metadata_created": "2022-02-02T23:15:16.665382", | ||
n | 52 | "metadata_modified": "2022-02-28T19:01:57.591110", | n | 52 | "metadata_modified": "2022-02-28T21:32:37.129612", |
53 | "name": | 53 | "name": | ||
54 | rain-muddy-creek-scarborough-ponds-floodplain-management-study-vol-2", | 54 | rain-muddy-creek-scarborough-ponds-floodplain-management-study-vol-2", | ||
55 | "notes": "#APPENDICES\r\n* APPENDIX A STUDY BRIEF\r\n* APPENDIX B | 55 | "notes": "#APPENDICES\r\n* APPENDIX A STUDY BRIEF\r\n* APPENDIX B | ||
56 | REVIEW OF MUDDY CREEK FLOOD STUDIES\r\n* APPENDIX C ADDITIONAL FLOOD | 56 | REVIEW OF MUDDY CREEK FLOOD STUDIES\r\n* APPENDIX C ADDITIONAL FLOOD | ||
57 | MODELLING, MUDDY CREEK CATCHMENT\r\n* APPENDIX D ADDITIONAL FLOOD | 57 | MODELLING, MUDDY CREEK CATCHMENT\r\n* APPENDIX D ADDITIONAL FLOOD | ||
58 | MODELLING, SPRING ST DRAIN\r\nCATCHMENT\r\n* APPENDIX E LOCAL | 58 | MODELLING, SPRING ST DRAIN\r\nCATCHMENT\r\n* APPENDIX E LOCAL | ||
59 | STORMWATER FLOOD MODELLING\r\n* APPENDIX F ADOPTED 'DESIGN' FLOOD | 59 | STORMWATER FLOOD MODELLING\r\n* APPENDIX F ADOPTED 'DESIGN' FLOOD | ||
60 | LEVELS\r\n* APPENDIX G FLOOD DAMAGES ESTIMATE\r\n* APPENDIX H ANALYSIS | 60 | LEVELS\r\n* APPENDIX G FLOOD DAMAGES ESTIMATE\r\n* APPENDIX H ANALYSIS | ||
61 | OF SELECTED OPTIONS, MUDDY CREEK CATCHMENT\r\n* APPENDIX I ANALYSIS OF | 61 | OF SELECTED OPTIONS, MUDDY CREEK CATCHMENT\r\n* APPENDIX I ANALYSIS OF | ||
62 | SELECTED OPTIONS, SPRING ST DRAIN CATCHMENT\r\n* APPENDIX J COMMUNITY | 62 | SELECTED OPTIONS, SPRING ST DRAIN CATCHMENT\r\n* APPENDIX J COMMUNITY | ||
63 | CONSULTATION\r\n* APPENDIX K SOCIAL AND ECONOMIC | 63 | CONSULTATION\r\n* APPENDIX K SOCIAL AND ECONOMIC | ||
64 | EVALUATION\r\n\r\n#Catchment Description\r\n#Spring Street | 64 | EVALUATION\r\n\r\n#Catchment Description\r\n#Spring Street | ||
65 | Drain\r\nThe Spring Street Drain has a total catchment area of | 65 | Drain\r\nThe Spring Street Drain has a total catchment area of | ||
66 | approximately 3.5 km2. The upper\r\nreaches of the catchment are in | 66 | approximately 3.5 km2. The upper\r\nreaches of the catchment are in | ||
67 | the suburbs of Rockdale and Bexley and are principally\r\nresidential. | 67 | the suburbs of Rockdale and Bexley and are principally\r\nresidential. | ||
68 | It flows through a pipe network towards the Illawarra Railway Line. | 68 | It flows through a pipe network towards the Illawarra Railway Line. | ||
69 | The railway\r\nline is raised above the natural ground level for a | 69 | The railway\r\nline is raised above the natural ground level for a | ||
70 | considerable distance either side of the main\r\npipe network under | 70 | considerable distance either side of the main\r\npipe network under | ||
71 | the line which may restrict surface flows from the western | 71 | the line which may restrict surface flows from the western | ||
72 | side.\r\nImmediately east of the railway line the catchment comprises | 72 | side.\r\nImmediately east of the railway line the catchment comprises | ||
73 | a Commercial area along\r\nPrinces Highway and incorporates most-of | 73 | a Commercial area along\r\nPrinces Highway and incorporates most-of | ||
74 | the Rockdale City Centre.\r\n\r\nThe pipe conduit network combines | 74 | the Rockdale City Centre.\r\n\r\nThe pipe conduit network combines | ||
75 | into an open concrete trapezoidal section at Short Street,\r\nBanksia. | 75 | into an open concrete trapezoidal section at Short Street,\r\nBanksia. | ||
76 | The section downstream is through a low level residential area built | 76 | The section downstream is through a low level residential area built | ||
77 | fairly close to\r\nthe channel. As the channel continues past West | 77 | fairly close to\r\nthe channel. As the channel continues past West | ||
78 | Botany Street it flows through an open park\r\narea with some adjacent | 78 | Botany Street it flows through an open park\r\narea with some adjacent | ||
79 | wetland areas. It eventually drains into the Cooks river at | 79 | wetland areas. It eventually drains into the Cooks river at | ||
80 | the\r\nconfluence of the Cooks River with Muddy Creek.\r\n#Muddy | 80 | the\r\nconfluence of the Cooks River with Muddy Creek.\r\n#Muddy | ||
81 | Creek\r\nThe catchment area of Muddy Creek is about 5.6km2, its | 81 | Creek\r\nThe catchment area of Muddy Creek is about 5.6km2, its | ||
82 | catchment area is heavily urbanised\r\nwith a mixture of residential, | 82 | catchment area is heavily urbanised\r\nwith a mixture of residential, | ||
83 | commercial and industrial development, and it drains into the\r\nCooks | 83 | commercial and industrial development, and it drains into the\r\nCooks | ||
84 | River near its entrance to Botany Bay. The residential development is | 84 | River near its entrance to Botany Bay. The residential development is | ||
85 | mainly low\r\ndensity with some patches of medium to high density | 85 | mainly low\r\ndensity with some patches of medium to high density | ||
86 | residential area consistent with urban\r\nconsolidation.\r\n\r\nMuddy | 86 | residential area consistent with urban\r\nconsolidation.\r\n\r\nMuddy | ||
87 | Creek consists of a formed concrete channel from the Cooks River | 87 | Creek consists of a formed concrete channel from the Cooks River | ||
88 | upstream to Frys\r\nReserve. There are a number of side channels, both | 88 | upstream to Frys\r\nReserve. There are a number of side channels, both | ||
89 | open and piped, that laterally feed the\r\ntrunk flows into the creek. | 89 | open and piped, that laterally feed the\r\ntrunk flows into the creek. | ||
90 | Upstream of Frys Reserve the trunk drainage system divides into | 90 | Upstream of Frys Reserve the trunk drainage system divides into | ||
91 | a\r\nnumber of drainage systems combining open concrete channels with | 91 | a\r\nnumber of drainage systems combining open concrete channels with | ||
92 | piped sections.\r\nThe section of Muddy Creek downstream of the Bestic | 92 | piped sections.\r\nThe section of Muddy Creek downstream of the Bestic | ||
93 | Street bridge has been widened and\r\ndredged to form part of the | 93 | Street bridge has been widened and\r\ndredged to form part of the | ||
94 | lower Cooks River estuary. The tailwater level for Muddy Creek\r\nis | 94 | lower Cooks River estuary. The tailwater level for Muddy Creek\r\nis | ||
95 | controlled by the water level in the Cooks River.\r\n\r\nScarborough | 95 | controlled by the water level in the Cooks River.\r\n\r\nScarborough | ||
96 | Ponds has a catchment area of about 4 km2 and a stream length of about | 96 | Ponds has a catchment area of about 4 km2 and a stream length of about | ||
97 | 3.4 km.\r\nThere are three main ponds or wetlands, from England Street | 97 | 3.4 km.\r\nThere are three main ponds or wetlands, from England Street | ||
98 | to President Avenue, from\r\nPresident Avenue to Barton Street, and | 98 | to President Avenue, from\r\nPresident Avenue to Barton Street, and | ||
99 | downstream of Barton Street. The day-to-day water\r\nlevels of each | 99 | downstream of Barton Street. The day-to-day water\r\nlevels of each | ||
100 | pond are controlled at the downstream end by weirs at President | 100 | pond are controlled at the downstream end by weirs at President | ||
101 | Avenue,\r\nBarton Street and the outlet structure at Florence Street. | 101 | Avenue,\r\nBarton Street and the outlet structure at Florence Street. | ||
102 | The Florence Street outlet structure\r\nconnects the ponds to Botany | 102 | The Florence Street outlet structure\r\nconnects the ponds to Botany | ||
103 | Bay, allowing the tide to penetrate into the downstream | 103 | Bay, allowing the tide to penetrate into the downstream | ||
104 | ponds.\r\n\r\nThe Florence Street culvert consists of triple 1350 mm | 104 | ponds.\r\n\r\nThe Florence Street culvert consists of triple 1350 mm | ||
105 | diameter pipes.\r\nDevelopment within the catchment is predominantly | 105 | diameter pipes.\r\nDevelopment within the catchment is predominantly | ||
106 | low to medium density residential\r\ndevelopment with localised | 106 | low to medium density residential\r\ndevelopment with localised | ||
107 | commercial and industrial development. The areas adjacent to\r\nthe | 107 | commercial and industrial development. The areas adjacent to\r\nthe | ||
108 | ponds have been landscaped into open spaces suitable for passive | 108 | ponds have been landscaped into open spaces suitable for passive | ||
109 | recreational activities.\r\nSome residential development on the | 109 | recreational activities.\r\nSome residential development on the | ||
110 | eastern side of the ponds comes very close to the | 110 | eastern side of the ponds comes very close to the | ||
111 | ponds.\r\n\r\n#Scarborough Ponds\r\nThe existing culvert under the | 111 | ponds.\r\n\r\n#Scarborough Ponds\r\nThe existing culvert under the | ||
112 | railway line at Frys Reserve produces a throttling of the flows\r\nand | 112 | railway line at Frys Reserve produces a throttling of the flows\r\nand | ||
113 | causes Frys Reserve to act as an on-line retarding basin. The adjacent | 113 | causes Frys Reserve to act as an on-line retarding basin. The adjacent | ||
114 | Warialda Street is\r\nexpected to be inundated in about a 20% AEP | 114 | Warialda Street is\r\nexpected to be inundated in about a 20% AEP | ||
115 | flood. Sydney Water has recently constructed\r\na new bypass culvert | 115 | flood. Sydney Water has recently constructed\r\na new bypass culvert | ||
116 | under the railway line to alleviate the hazard of floodwater through | 116 | under the railway line to alleviate the hazard of floodwater through | ||
117 | the\r\nHegarty Street underpass. The flood study examined flood | 117 | the\r\nHegarty Street underpass. The flood study examined flood | ||
118 | behaviour for the original and\r\nnow existing culvert conditions | 118 | behaviour for the original and\r\nnow existing culvert conditions | ||
119 | under the railway line at Frys Reserve.\r\n\r\nThere are a large | 119 | under the railway line at Frys Reserve.\r\n\r\nThere are a large | ||
120 | number of road and pedestrian bridges over Muddy Creek that may | 120 | number of road and pedestrian bridges over Muddy Creek that may | ||
121 | impact\r\non the flood behaviour. The major bridge crossings are at | 121 | impact\r\non the flood behaviour. The major bridge crossings are at | ||
122 | the Princes Highway, Bay Street and Bestic Street. In addition a sewer | 122 | the Princes Highway, Bay Street and Bestic Street. In addition a sewer | ||
123 | line crosses over Muddy Creek upstream of the Princes\r\nHighway. This | 123 | line crosses over Muddy Creek upstream of the Princes\r\nHighway. This | ||
124 | sewer line would act as a major impediment to flood flows, ponding | 124 | sewer line would act as a major impediment to flood flows, ponding | ||
125 | water\r\nagainst the concrete structure with no bypass arrangement. | 125 | water\r\nagainst the concrete structure with no bypass arrangement. | ||
126 | Some of the properties adjacent to\r\nthe creek have boundary fences | 126 | Some of the properties adjacent to\r\nthe creek have boundary fences | ||
127 | located close to the Muddy Creek channel and these would\r\nimpact on | 127 | located close to the Muddy Creek channel and these would\r\nimpact on | ||
128 | flood flows by restricting the spread of water onto the | 128 | flood flows by restricting the spread of water onto the | ||
129 | floodplains.\r\n\r\nThe section of Muddy Creek downstream of the | 129 | floodplains.\r\n\r\nThe section of Muddy Creek downstream of the | ||
130 | Bestic Street bridge has been widened and\r\ndredged to form part of | 130 | Bestic Street bridge has been widened and\r\ndredged to form part of | ||
131 | the lower Cooks River estuary. The tailwater level for Muddy | 131 | the lower Cooks River estuary. The tailwater level for Muddy | ||
132 | Creek\r\nis controlled by the water level in the Cooks | 132 | Creek\r\nis controlled by the water level in the Cooks | ||
133 | River.\r\n\r\n#Scarborough Ponds\r\nScarborough Ponds has a catchment | 133 | River.\r\n\r\n#Scarborough Ponds\r\nScarborough Ponds has a catchment | ||
134 | area of about 4 km2 and a stream length of about 3.4 km.\r\nThere are | 134 | area of about 4 km2 and a stream length of about 3.4 km.\r\nThere are | ||
135 | three main ponds or wetlands, from England Street to President Avenue, | 135 | three main ponds or wetlands, from England Street to President Avenue, | ||
136 | from\r\nPresident Avenue to Barton Street, and downstream of Barton | 136 | from\r\nPresident Avenue to Barton Street, and downstream of Barton | ||
137 | Street. The day-to-day water\r\nlevels of each pond are controlled at | 137 | Street. The day-to-day water\r\nlevels of each pond are controlled at | ||
138 | the downstream end by weirs at President Avenue,\r\nBarton Street and | 138 | the downstream end by weirs at President Avenue,\r\nBarton Street and | ||
139 | the outlet structure at Florence Street. The Florence Street outlet | 139 | the outlet structure at Florence Street. The Florence Street outlet | ||
140 | structure\r\nconnects the ponds to Botany Bay, allowing the tide to | 140 | structure\r\nconnects the ponds to Botany Bay, allowing the tide to | ||
141 | penetrate into the downstream ponds.\r\nThe Florence Street culvert | 141 | penetrate into the downstream ponds.\r\nThe Florence Street culvert | ||
142 | consists of triple 1350 mm diameter pipes.\r\n\r\nDevelopment within | 142 | consists of triple 1350 mm diameter pipes.\r\n\r\nDevelopment within | ||
143 | the catchment is predominantly low to medium density | 143 | the catchment is predominantly low to medium density | ||
144 | residential\r\ndevelopment with localised commercial and industrial | 144 | residential\r\ndevelopment with localised commercial and industrial | ||
145 | development. The areas adjacent to\r\nthe ponds have been landscaped | 145 | development. The areas adjacent to\r\nthe ponds have been landscaped | ||
146 | into open spaces suitable for passive recreational activities.\r\nSome | 146 | into open spaces suitable for passive recreational activities.\r\nSome | ||
147 | residential development on the eastern side of the ponds comes very | 147 | residential development on the eastern side of the ponds comes very | ||
148 | close to the ponds.", | 148 | close to the ponds.", | ||
149 | "num_resources": 1, | 149 | "num_resources": 1, | ||
150 | "num_tags": 5, | 150 | "num_tags": 5, | ||
151 | "organization": { | 151 | "organization": { | ||
152 | "approval_status": "approved", | 152 | "approval_status": "approved", | ||
153 | "created": "2020-11-10T17:57:34.434388", | 153 | "created": "2020-11-10T17:57:34.434388", | ||
154 | "description": "Bayside Council brings together the City of Botany | 154 | "description": "Bayside Council brings together the City of Botany | ||
155 | Bay and Rockdale City Councils.\r\n\r\nIt was established by | 155 | Bay and Rockdale City Councils.\r\n\r\nIt was established by | ||
156 | Proclamation on Friday 9 September 2016.\r\n\r\n\u200bThe City covers | 156 | Proclamation on Friday 9 September 2016.\r\n\r\n\u200bThe City covers | ||
157 | approximately 55 square kilometres and has an estimated population of | 157 | approximately 55 square kilometres and has an estimated population of | ||
158 | 156,500.\r\n", | 158 | 156,500.\r\n", | ||
159 | "id": "05a0f357-b6e1-4c43-8847-58f04227522d", | 159 | "id": "05a0f357-b6e1-4c43-8847-58f04227522d", | ||
160 | "image_url": "2021-03-22-024204.150412Bayside.png", | 160 | "image_url": "2021-03-22-024204.150412Bayside.png", | ||
161 | "is_organization": true, | 161 | "is_organization": true, | ||
162 | "name": "bayside-council", | 162 | "name": "bayside-council", | ||
163 | "state": "active", | 163 | "state": "active", | ||
164 | "title": "Bayside Council", | 164 | "title": "Bayside Council", | ||
165 | "type": "organization" | 165 | "type": "organization" | ||
166 | }, | 166 | }, | ||
167 | "owner_org": "05a0f357-b6e1-4c43-8847-58f04227522d", | 167 | "owner_org": "05a0f357-b6e1-4c43-8847-58f04227522d", | ||
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185 | "name": "Spring Street Drain, Muddy Creek & Scarborough Ponds - | 185 | "name": "Spring Street Drain, Muddy Creek & Scarborough Ponds - | ||
186 | Floodplain Management Study Vol 2", | 186 | Floodplain Management Study Vol 2", | ||
187 | "package_id": "09db5f93-b344-4ea3-bd03-e0821b34915f", | 187 | "package_id": "09db5f93-b344-4ea3-bd03-e0821b34915f", | ||
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191 | "state": "active", | 191 | "state": "active", | ||
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193 | -muddy-creek-scarborough-ponds-floodplain-management-study-vol-2.pdf", | 193 | -muddy-creek-scarborough-ponds-floodplain-management-study-vol-2.pdf", | ||
194 | "url_type": null | 194 | "url_type": null | ||
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214 | "spatial_coverage": "New South Wales (NSW81093)", | 214 | "spatial_coverage": "New South Wales (NSW81093)", | ||
215 | "state": "active", | 215 | "state": "active", | ||
216 | "tags": [ | 216 | "tags": [ | ||
217 | { | 217 | { | ||
218 | "display_name": "Bexley", | 218 | "display_name": "Bexley", | ||
219 | "id": "f7dd8575-4a2b-4572-8f34-37b558f20ff6", | 219 | "id": "f7dd8575-4a2b-4572-8f34-37b558f20ff6", | ||
220 | "name": "Bexley", | 220 | "name": "Bexley", | ||
221 | "state": "active", | 221 | "state": "active", | ||
222 | "vocabulary_id": null | 222 | "vocabulary_id": null | ||
223 | }, | 223 | }, | ||
224 | { | 224 | { | ||
225 | "display_name": "Muddy Creek", | 225 | "display_name": "Muddy Creek", | ||
226 | "id": "2a1d9599-f62e-4600-a1c6-de8d5cd940d3", | 226 | "id": "2a1d9599-f62e-4600-a1c6-de8d5cd940d3", | ||
227 | "name": "Muddy Creek", | 227 | "name": "Muddy Creek", | ||
228 | "state": "active", | 228 | "state": "active", | ||
229 | "vocabulary_id": null | 229 | "vocabulary_id": null | ||
230 | }, | 230 | }, | ||
231 | { | 231 | { | ||
232 | "display_name": "Rockdale", | 232 | "display_name": "Rockdale", | ||
233 | "id": "88895e10-cc9a-4343-a651-5665d7c205cb", | 233 | "id": "88895e10-cc9a-4343-a651-5665d7c205cb", | ||
234 | "name": "Rockdale", | 234 | "name": "Rockdale", | ||
235 | "state": "active", | 235 | "state": "active", | ||
236 | "vocabulary_id": null | 236 | "vocabulary_id": null | ||
237 | }, | 237 | }, | ||
238 | { | 238 | { | ||
239 | "display_name": "Scarborough Ponds", | 239 | "display_name": "Scarborough Ponds", | ||
240 | "id": "ced0308f-b23b-4cc8-9812-1ce2873fe867", | 240 | "id": "ced0308f-b23b-4cc8-9812-1ce2873fe867", | ||
241 | "name": "Scarborough Ponds", | 241 | "name": "Scarborough Ponds", | ||
242 | "state": "active", | 242 | "state": "active", | ||
243 | "vocabulary_id": null | 243 | "vocabulary_id": null | ||
244 | }, | 244 | }, | ||
245 | { | 245 | { | ||
246 | "display_name": "Spring Street", | 246 | "display_name": "Spring Street", | ||
247 | "id": "33e83a76-5711-41ad-99bb-87c700a43629", | 247 | "id": "33e83a76-5711-41ad-99bb-87c700a43629", | ||
248 | "name": "Spring Street", | 248 | "name": "Spring Street", | ||
249 | "state": "active", | 249 | "state": "active", | ||
250 | "vocabulary_id": null | 250 | "vocabulary_id": null | ||
251 | } | 251 | } | ||
252 | ], | 252 | ], | ||
253 | "temporal_coverage_to": "1999-06-01 00:00:00", | 253 | "temporal_coverage_to": "1999-06-01 00:00:00", | ||
254 | "title": "Floodplain Management Study Spring Street Drain, Muddy | 254 | "title": "Floodplain Management Study Spring Street Drain, Muddy | ||
255 | Creek and Scarborough Ponds - Volume 2", | 255 | Creek and Scarborough Ponds - Volume 2", | ||
256 | "type": "dataset", | 256 | "type": "dataset", | ||
257 | "unpublished": "false", | 257 | "unpublished": "false", | ||
258 | "update_freq": "as_required", | 258 | "update_freq": "as_required", | ||
259 | "url": "", | 259 | "url": "", | ||
260 | "version": null | 260 | "version": null | ||
261 | } | 261 | } |