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Yeah. No. I I know that site well. I'm I'm happy to talk about yeah. Yeah. No. You're alright. Yeah. No. I mean, 1% AEP for stormwater isn't really a typical thing. I don't really know why, yeah, they've asked for the 1%. It it's not real like, so usually it's like 5% or 20%. 1% might be for detention rent or major or major day drainage, but we've already demonstrated via the floods mapping that we manage that. So, yeah, I for me, that is a pedantic I don't I don't really yeah. I'm it's it seems really pedantic to me. Yeah. Yeah. Yeah. Absolutely. That's right. Yeah. And and, I mean, we even went above and beyond by modeling the river system downstream, which didn't end up in Bagdani. It just for fear of it may infecting. So yeah. Mhmm. Yeah. Yeah. Yeah. I don't. Well, it's a good question. So I didn't yeah. That I didn't size that. I'm sure they would have sized it for fire. I'm sure that's what that's what your civil designers would have done because they oh, we didn't size that base, and we didn't that that base was just proposed there, and it was I thought obviously, it captures the direct rainfall on top of it, but it's like, there's no way that much rainfall would get into it anyway, and it is separate from the rest of the system. So whatever however they've sized it, it's huge, and it should probably it it it for me, I think it must have been for fire. Okay. Yes. Well, we've done the outflow, though. We've we've done yeah. It's a flow rate. It's meters cube per second. Well, it's it's the outflow from your basin from the basin that that was designed because my my swales don't won't capture my swales are designed to capture the water that's coming across land. They're not designed to capture water coming off the so it's whatever comes out of the basin. So whatever the size of that pipe that comes out of the basin into the swale is what you which would be that's what I'm saying. Like, it'd be tiny. You'd you'd easily cover it, I'm sure. So it's something so it's it's a calculation based on the the the size of the basin and the outflow of the of the, yeah, pipe. Yeah. Captured. Yeah. That's right. Yeah. Yeah. Exactly. And and, again, it would be it would be small because it's coming straight off your system, and I'm I'm pretty sure it's, like, it's 200 or even less. I reckon it's a 200 mil pipes. Like, it's not a big pipe. That's yeah. Exactly. Yeah. And I'm sure the peak I'm sure the civil designer that you got would have checked the peak flow rate out of it. They they would have had to. Like, they they can't just design a system for no reason. So they would have had to check that peak flow rate anyway. Yeah. You're right. It's the civil designer, are they not helping at all? Yes. Yes. Yes. Okay. Yeah. Yeah. Yeah. Yep. Well yeah. Yes. Yeah. Great. Yep. Great. No worries. Thanks. Thanks. Welcome back. Hope it's not too much of a culture shock. Alright, mate. Classic. No. Rest of the week ahead. Easy. Alright. I'll speak to you soon. See you, mate. 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Simon. How are you doing? Good. Welcome back. Hey.\n\nYeah. Not bad. Not bad. Yeah. Busy.\n\nI know. I know. We that's it. We're getting there. Like, I I feel like I've made it.\n\nOh, yes. Okay. Yeah. No. I I know that site well.\n\nI'm I'm happy to talk about yeah. Yeah. No. You're alright. Yeah.\n\nNo. I mean, 1% AEP for stormwater isn't really a typical thing. I don't really know why, yeah, they've asked for the 1%. It it's not real like, so usually it's like 5% or 20%. 1% might be for detention rent or major or major day drainage, but we've already demonstrated via the floods mapping that we manage that.\n\nSo, yeah, I for me, that is a pedantic I don't I don't really yeah. I'm it's it seems really pedantic to me. Yeah. Yeah. Yeah.\n\nAbsolutely. That's right. Yeah. And and, I mean, we even went above and beyond by modeling the river system downstream, which didn't end up in Bagdani. It just for fear of it may infecting.\n\nSo yeah. Mhmm. Yeah. Yeah. Yeah.\n\nI don't. Well, it's a good question. So I didn't yeah. That I didn't size that. I'm sure they would have sized it for fire.\n\nI'm sure that's what that's what your civil designers would have done because they oh, we didn't size that base, and we didn't that that base was just proposed there, and it was I thought obviously, it captures the direct rainfall on top of it, but it's like, there's no way that much rainfall would get into it anyway, and it is separate from the rest of the system. So whatever however they've sized it, it's huge, and it should probably it it it for me, I think it must have been for fire. Okay. Yes. Well, we've done the outflow, though.\n\nWe've we've done yeah. It's a flow rate. It's meters cube per second. Well, it's it's the outflow from your basin from the basin that that was designed because my my swales don't won't capture my swales are designed to capture the water that's coming across land. They're not designed to capture water coming off the so it's whatever comes out of the basin.\n\nSo whatever the size of that pipe that comes out of the basin into the swale is what you which would be that's what I'm saying. Like, it'd be tiny. You'd you'd easily cover it, I'm sure. So it's something so it's it's a calculation based on the the the size of the basin and the outflow of the of the, yeah, pipe. Yeah.\n\nCaptured. Yeah. That's right. Yeah. Yeah.\n\nExactly. And and, again, it would be it would be small because it's coming straight off your system, and I'm I'm pretty sure it's, like, it's 200 or even less. I reckon it's a 200 mil pipes. Like, it's not a big pipe. That's yeah.\n\nExactly. Yeah. And I'm sure the peak I'm sure the civil designer that you got would have checked the peak flow rate out of it. They they would have had to. Like, they they can't just design a system for no reason.\n\nSo they would have had to check that peak flow rate anyway. Yeah. You're right. It's the civil designer, are they not helping at all? Yes.\n\nYes. Yes. Okay. Yeah. Yeah.\n\nYeah. Yep. Well yeah. Yes. Yeah.\n\nGreat. Yep. Great. No worries. Thanks.\n\nThanks. Welcome back. Hope it's not too much of a culture shock. Alright, mate. Classic.\n\nNo. Rest of the week ahead. Easy. Alright. I'll speak to you soon.\n\nSee you, mate. Bye.","paragraphs":[{"sentences":[{"text":"Hey, Simon.","start":0.56,"end":1.1999999,"sentiment":"neutral","sentiment_score":0.08853873610496521},{"text":"How are you doing?","start":1.1999999,"end":2.02,"sentiment":"neutral","sentiment_score":0.12937018647789955},{"text":"Good.","start":3.9199998,"end":4.3199997,"sentiment":"positive","sentiment_score":0.5219305753707886},{"text":"Welcome back.","start":4.3199997,"end":5.22,"sentiment":"positive","sentiment_score":0.5289715230464935},{"text":"Hey.","start":8.96,"end":9.46,"sentiment":"neutral","sentiment_score":0.08272640407085419}],"sentiment":"neutral","sentiment_score":0.23571582436561583,"num_words":10,"start":0.56,"end":9.46},{"sentences":[{"text":"Yeah.","start":11.84,"end":12.08,"sentiment":"neutral","sentiment_score":0.1000676080584526},{"text":"Not bad.","start":12.08,"end":12.559999,"sentiment":"neutral","sentiment_score":0.16251685470342636},{"text":"Not bad.","start":12.559999,"end":13.12,"sentiment":"neutral","sentiment_score":0.15674209594726562},{"text":"Yeah.","start":13.12,"end":13.44,"sentiment":"neutral","sentiment_score":0.17871196568012238},{"text":"Busy.","start":13.44,"end":13.905,"sentiment":"neutral","sentiment_score":0.23571398854255676}],"sentiment":"neutral","sentiment_score":0.16471592336893082,"num_words":7,"start":11.84,"end":13.905},{"sentences":[{"text":"I know.","start":21.105,"end":21.925,"sentiment":"neutral","sentiment_score":0.08094125613570213},{"text":"I know.","start":21.985,"end":22.544998,"sentiment":"neutral","sentiment_score":0.24471501260995865},{"text":"We that's it.","start":22.544998,"end":23.904999,"sentiment":"neutral","sentiment_score":0.2557039012511571},{"text":"We're getting there.","start":23.904999,"end":24.625,"sentiment":"neutral","sentiment_score":0.33022091786066693},{"text":"Like, I I feel like I've made it.","start":24.625,"end":26.645,"sentiment":"positive","sentiment_score":0.4043634720146656}],"sentiment":"neutral","sentiment_score":0.313555265052451,"num_words":18,"start":21.105,"end":26.645},{"sentences":[{"text":"Oh, yes.","start":33.51,"end":34.09,"sentiment":"neutral","sentiment_score":0.036672305315732956},{"text":"Okay.","start":39.27,"end":39.77,"sentiment":"neutral","sentiment_score":0.12976762652397156},{"text":"Yeah.","start":48.485,"end":48.985,"sentiment":"neutral","sentiment_score":0.019041236490011215},{"text":"No.","start":54.08,"end":54.24,"sentiment":"neutral","sentiment_score":-0.04344638437032699},{"text":"I I know that site well.","start":54.24,"end":55.68,"sentiment":"neutral","sentiment_score":-0.031556425616145134}],"sentiment":"neutral","sentiment_score":-0.0009664967656135559,"num_words":11,"start":33.51,"end":55.68},{"sentences":[{"text":"I'm I'm happy to talk about yeah.","start":55.68,"end":57.44,"sentiment":"neutral","sentiment_score":0.07441726912345205},{"text":"Yeah.","start":57.44,"end":57.94,"sentiment":"neutral","sentiment_score":0.060722894966602325},{"text":"No.","start":72.955,"end":73.115,"sentiment":"neutral","sentiment_score":-0.1114487200975418},{"text":"You're alright.","start":73.115,"end":73.854996,"sentiment":"neutral","sentiment_score":-0.051500190049409866},{"text":"Yeah.","start":103.125,"end":103.604996,"sentiment":"neutral","sentiment_score":-0.05356752127408981}],"sentiment":"neutral","sentiment_score":0.026135596446692944,"num_words":12,"start":55.68,"end":103.604996},{"sentences":[{"text":"No.","start":103.604996,"end":103.924995,"sentiment":"neutral","sentiment_score":-0.1449299156665802},{"text":"I mean, 1% AEP for stormwater isn't really a typical thing.","start":103.924995,"end":111.520004,"sentiment":"neutral","sentiment_score":-0.10622739453207362},{"text":"I don't really know why, yeah, they've asked for the 1%.","start":111.58,"end":116.96001,"sentiment":"neutral","sentiment_score":-0.10057640414346349},{"text":"It it's not real like, so usually it's like 5% or 20%.","start":117.5,"end":121.44,"sentiment":"neutral","sentiment_score":-0.10666038220127423},{"text":"1% might be for detention rent or major or major day drainage, but we've already demonstrated via the floods mapping that we manage that.","start":121.675,"end":136.715,"sentiment":"neutral","sentiment_score":-0.011249654732334117}],"sentiment":"neutral","sentiment_score":-0.06728284747608132,"num_words":59,"start":103.604996,"end":136.715},{"sentences":[{"text":"So, yeah, I for me, that is a pedantic I don't I don't really yeah.","start":136.715,"end":142.98999,"sentiment":"negative","sentiment_score":-0.5481674119830131},{"text":"I'm it's it seems really pedantic to me.","start":142.98999,"end":146.29,"sentiment":"negative","sentiment_score":-0.5825615748763084},{"text":"Yeah.","start":170.34001,"end":170.74,"sentiment":"neutral","sentiment_score":0.008139893412590027},{"text":"Yeah.","start":170.74,"end":171.24,"sentiment":"neutral","sentiment_score":-0.0023524565622210503},{"text":"Yeah.","start":176.1,"end":176.42,"sentiment":"neutral","sentiment_score":0.004463436082005501}],"sentiment":"negative","sentiment_score":-0.49510588099320346,"num_words":26,"start":136.715,"end":176.42},{"sentences":[{"text":"Absolutely.","start":176.42,"end":176.92,"sentiment":"neutral","sentiment_score":0.07654419541358948},{"text":"That's right.","start":177.805,"end":178.36499,"sentiment":"neutral","sentiment_score":0.14327014982700348},{"text":"Yeah.","start":178.36499,"end":178.525,"sentiment":"neutral","sentiment_score":0.13214612007141113},{"text":"And and, I mean, we even went above and beyond by modeling the river system downstream, which didn't end up in Bagdani.","start":178.525,"end":185.64499,"sentiment":"neutral","sentiment_score":0.0842967601493001},{"text":"It just for fear of it may infecting.","start":185.64499,"end":188.06499,"sentiment":"neutral","sentiment_score":-0.08073391020298004}],"sentiment":"neutral","sentiment_score":0.05011435461175792,"num_words":34,"start":176.42,"end":188.06499},{"sentences":[{"text":"So yeah.","start":188.28499,"end":189.915,"sentiment":"neutral","sentiment_score":0.1212928481400013},{"text":"Mhmm.","start":202.93001,"end":203.43001,"sentiment":"neutral","sentiment_score":0.028896842151880264},{"text":"Yeah.","start":213.795,"end":214.295,"sentiment":"neutral","sentiment_score":0.15101535618305206},{"text":"Yeah.","start":231.625,"end":232.125,"sentiment":"neutral","sentiment_score":-0.008191007189452648},{"text":"Yeah.","start":241.705,"end":242.205,"sentiment":"neutral","sentiment_score":-0.04058792069554329}],"sentiment":"neutral","sentiment_score":0.06228649445498983,"num_words":6,"start":188.28499,"end":242.205},{"sentences":[{"text":"I don't.","start":242.265,"end":242.845,"sentiment":"neutral","sentiment_score":-0.13925236463546753},{"text":"Well, it's a good question.","start":247.34,"end":249.2,"sentiment":"neutral","sentiment_score":0.20627844706177711},{"text":"So I didn't yeah.","start":249.26,"end":251.04001,"sentiment":"neutral","sentiment_score":-0.028404373675584793},{"text":"That I didn't size that.","start":251.34,"end":253.04001,"sentiment":"neutral","sentiment_score":-0.1529019996523857},{"text":"I'm sure they would have sized it for fire.","start":253.26,"end":257.44,"sentiment":"neutral","sentiment_score":-0.07761866226792336}],"sentiment":"neutral","sentiment_score":-0.0329523178935051,"num_words":25,"start":242.265,"end":257.44},{"sentences":[{"text":"I'm sure that's what that's what your civil designers would have done because they oh, we didn't size that base, and we didn't that that base was just proposed there, and it was I thought obviously, it captures the direct rainfall on top of it, but it's like, there's no way that much rainfall would get into it anyway, and it is separate from the rest of the system.","start":259.525,"end":279.42,"sentiment":"neutral","sentiment_score":0.055074754562498864},{"text":"So whatever however they've sized it, it's huge, and it should probably it it it for me, I think it must have been for fire.","start":279.80002,"end":287.91498,"sentiment":"neutral","sentiment_score":-0.08930876195430755},{"text":"Okay.","start":298.13498,"end":298.53,"sentiment":"neutral","sentiment_score":0.03243488073348999},{"text":"Yes.","start":314.13,"end":314.505,"sentiment":"neutral","sentiment_score":0.0918540060520172},{"text":"Well, we've done the outflow, though.","start":332.52,"end":334.28,"sentiment":"neutral","sentiment_score":0.08065450688203175}],"sentiment":"neutral","sentiment_score":0.021329950431690496,"num_words":102,"start":259.525,"end":334.28},{"sentences":[{"text":"We've we've done yeah.","start":334.28,"end":341.8,"sentiment":"neutral","sentiment_score":0.09008105285465717},{"text":"It's a flow rate.","start":341.8,"end":342.36,"sentiment":"neutral","sentiment_score":0.06658395566046238},{"text":"It's meters cube per second.","start":342.36,"end":343.815,"sentiment":"neutral","sentiment_score":0.04186615124344826},{"text":"Well, it's it's the outflow from your basin from the basin that that was designed because my my swales don't won't capture my swales are designed to capture the water that's coming across land.","start":380.60498,"end":393.46,"sentiment":"neutral","sentiment_score":-0.09384687362677034},{"text":"They're not designed to capture water coming off the so it's whatever comes out of the basin.","start":393.46,"end":398.9,"sentiment":"neutral","sentiment_score":-0.10054506273830638}],"sentiment":"neutral","sentiment_score":-0.06350107780599501,"num_words":64,"start":334.28,"end":398.9},{"sentences":[{"text":"So whatever the size of that pipe that comes out of the basin into the swale is what you which would be that's what I'm saying.","start":398.9,"end":405.685,"sentiment":"neutral","sentiment_score":-0.060546767682983324},{"text":"Like, it'd be tiny.","start":405.685,"end":406.485,"sentiment":"neutral","sentiment_score":-0.06055786833167076},{"text":"You'd you'd easily cover it, I'm sure.","start":406.485,"end":409.785,"sentiment":"neutral","sentiment_score":0.08433687793357032},{"text":"So it's something so it's it's a calculation based on the the the size of the basin and the outflow of the of the, yeah, pipe.","start":411.04498,"end":420.44,"sentiment":"neutral","sentiment_score":0.05100407716459953},{"text":"Yeah.","start":429.38,"end":429.735,"sentiment":"neutral","sentiment_score":0.03917023167014122}],"sentiment":"neutral","sentiment_score":0.00217479610000737,"num_words":64,"start":398.9,"end":429.735},{"sentences":[{"text":"Captured.","start":432.69498,"end":433.19498,"sentiment":"neutral","sentiment_score":-0.02018862776458263},{"text":"Yeah.","start":441.335,"end":441.75,"sentiment":"neutral","sentiment_score":0.003966936841607094},{"text":"That's right.","start":442.79,"end":443.35,"sentiment":"neutral","sentiment_score":0.07512803375720978},{"text":"Yeah.","start":443.35,"end":443.51,"sentiment":"neutral","sentiment_score":0.05423363298177719},{"text":"Yeah.","start":443.51,"end":443.67,"sentiment":"neutral","sentiment_score":0.05158515274524689}],"sentiment":"neutral","sentiment_score":0.03997552705307802,"num_words":6,"start":432.69498,"end":443.67},{"sentences":[{"text":"Exactly.","start":443.67,"end":444.07,"sentiment":"neutral","sentiment_score":0.0618928000330925},{"text":"And and, again, it would be it would be small because it's coming straight off your system, and I'm I'm pretty sure it's, like, it's 200 or even less.","start":444.07,"end":451.19,"sentiment":"neutral","sentiment_score":-0.003083214966644501},{"text":"I reckon it's a 200 mil pipes.","start":451.19,"end":453.91,"sentiment":"neutral","sentiment_score":0.0025684431727443424},{"text":"Like, it's not a big pipe.","start":453.91,"end":455.37,"sentiment":"neutral","sentiment_score":-0.016917783456544083},{"text":"That's yeah.","start":475.54,"end":476.42,"sentiment":"neutral","sentiment_score":-0.02595992013812065}],"sentiment":"neutral","sentiment_score":-0.0036215082845754095,"num_words":45,"start":443.67,"end":476.42},{"sentences":[{"text":"Exactly.","start":476.42,"end":476.92,"sentiment":"neutral","sentiment_score":-0.03121688961982727},{"text":"Yeah.","start":477.78,"end":478.1,"sentiment":"neutral","sentiment_score":0.07403434813022614},{"text":"And I'm sure the peak I'm sure the civil designer that you got would have checked the peak flow rate out of it.","start":478.1,"end":485.08002,"sentiment":"neutral","sentiment_score":0.03560874837896098},{"text":"They they would have had to.","start":486.675,"end":487.715,"sentiment":"neutral","sentiment_score":-0.11392819384733836},{"text":"Like, they they can't just design a system for no reason.","start":487.715,"end":490.03497,"sentiment":"neutral","sentiment_score":-0.14518111537803302}],"sentiment":"neutral","sentiment_score":-0.03377958954799743,"num_words":42,"start":476.42,"end":490.03497},{"sentences":[{"text":"So they would have had to check that peak flow rate anyway.","start":490.03497,"end":492.775,"sentiment":"neutral","sentiment_score":-0.06816431165983279},{"text":"Yeah.","start":503.65997,"end":503.81998,"sentiment":"neutral","sentiment_score":0.001678040251135826},{"text":"You're right.","start":503.81998,"end":504.56,"sentiment":"neutral","sentiment_score":-0.019467311911284924},{"text":"It's the civil designer, are they not helping at all?","start":504.69998,"end":508.47998,"sentiment":"neutral","sentiment_score":-0.1352173812687397},{"text":"Yes.","start":516.435,"end":516.935,"sentiment":"neutral","sentiment_score":0.006708279252052307}],"sentiment":"neutral","sentiment_score":-0.08464207142018355,"num_words":26,"start":490.03497,"end":516.935},{"sentences":[{"text":"Yes.","start":518.435,"end":518.935,"sentiment":"neutral","sentiment_score":0.0032775551080703735},{"text":"Yes.","start":519.875,"end":520.375,"sentiment":"neutral","sentiment_score":-0.0303586944937706},{"text":"Okay.","start":536.54004,"end":537.04004,"sentiment":"neutral","sentiment_score":-0.011561496183276176},{"text":"Yeah.","start":552.17505,"end":552.41504,"sentiment":"neutral","sentiment_score":-0.00795550923794508},{"text":"Yeah.","start":552.41504,"end":552.575,"sentiment":"neutral","sentiment_score":0.004922322928905487}],"sentiment":"neutral","sentiment_score":-0.008335164375603199,"num_words":5,"start":518.435,"end":552.575},{"sentences":[{"text":"Yeah.","start":552.575,"end":553.075,"sentiment":"neutral","sentiment_score":0.009509277530014517},{"text":"Yep.","start":553.695,"end":554.195,"sentiment":"neutral","sentiment_score":-0.00536938663572073},{"text":"Well yeah.","start":557.19,"end":563.85,"sentiment":"neutral","sentiment_score":-0.023895859718322754},{"text":"Yes.","start":566.47003,"end":566.97003,"sentiment":"neutral","sentiment_score":0.02193787321448326},{"text":"Yeah.","start":580.19495,"end":580.435,"sentiment":"neutral","sentiment_score":0.12541350722312927}],"sentiment":"neutral","sentiment_score":0.017283258649210136,"num_words":6,"start":552.575,"end":580.435},{"sentences":[{"text":"Great.","start":580.435,"end":580.935,"sentiment":"positive","sentiment_score":0.3341327905654907},{"text":"Yep.","start":581.95496,"end":582.355,"sentiment":"neutral","sentiment_score":0.2005273997783661},{"text":"Great.","start":582.355,"end":582.855,"sentiment":"neutral","sentiment_score":0.2277979552745819},{"text":"No worries.","start":588.18,"end":588.82,"sentiment":"neutral","sentiment_score":0.15056762099266052},{"text":"Thanks.","start":588.82,"end":589.32,"sentiment":"neutral","sentiment_score":0.259211003780365}],"sentiment":"neutral","sentiment_score":0.22046739856402078,"num_words":6,"start":580.435,"end":589.32},{"sentences":[{"text":"Thanks.","start":589.38,"end":589.86,"sentiment":"neutral","sentiment_score":0.2390474379062653},{"text":"Welcome back.","start":589.86,"end":590.83997,"sentiment":"neutral","sentiment_score":0.09867874905467033},{"text":"Hope it's not too much of a culture shock.","start":590.98,"end":593.24,"sentiment":"neutral","sentiment_score":-0.11523296104537116},{"text":"Alright, mate.","start":593.62,"end":594.51996,"sentiment":"neutral","sentiment_score":0.054277002811431885},{"text":"Classic.","start":597.2929,"end":597.7929,"sentiment":"neutral","sentiment_score":0.17614738643169403}],"sentiment":"neutral","sentiment_score":-0.021066021422545114,"num_words":15,"start":589.38,"end":597.7929},{"sentences":[{"text":"No.","start":599.6129,"end":599.7729,"sentiment":"neutral","sentiment_score":0.07566604018211365},{"text":"Rest of the week ahead.","start":599.7729,"end":600.9929,"sentiment":"neutral","sentiment_score":0.17090874910354614},{"text":"Easy.","start":601.45294,"end":601.8529,"sentiment":"neutral","sentiment_score":0.28070491552352905},{"text":"Alright.","start":601.8529,"end":602.0929,"sentiment":"neutral","sentiment_score":0.06421640515327454},{"text":"I'll speak to you soon.","start":602.0929,"end":603.1529,"sentiment":"positive","sentiment_score":0.39384366273880006}],"sentiment":"neutral","sentiment_score":0.24956534000543448,"num_words":13,"start":599.6129,"end":603.1529},{"sentences":[{"text":"See you, mate.","start":604.4129,"end":604.9729,"sentiment":"positive","sentiment_score":0.4172831177711487},{"text":"Bye.","start":604.9729,"end":605.4729,"sentiment":"neutral","sentiment_score":-0.11878595501184464}],"sentiment":"neutral","sentiment_score":0.28326584957540035,"num_words":4,"start":604.4129,"end":605.4729}]}}]},{"alternatives":[{"transcript":"Hey. Good. How are you? Thank you. It's like a distant memory. Right? It's like I never left. Have you been keeping well? You've you've upgraded to a, you know, a reception now. Press 1 for director Alex. So that's that's great. Yeah. Nice. I won't keep you. Look. Just just getting followed up that I I haven't closed out that set of data questions from July. So thank thanks for your answers there. Basically, they all make sense to me. I just wanted to talk quickly about the detention basin. So do you need a minute to get it up in front of you, or you you got it in front of mine? Yep. Yeah. Yeah. Cool. So the the main let me in fact, I'll frame you without having the right email in front of me. Sorry. Just one sec. There's too many attachments. Okay. Okay. So on the first one, I think we sort of aligned, you know, your response aligned to what I expected, which is they're saying you should use a 1% AP. We're saying that the the the 5% is sufficient because that's what the planning permit calls for. Is there anything more to it than that? Yeah. It would A flood? Okay. Yeah. Yeah. Yep. Yep. Yep. Fair enough. Okay. That's cool. I might so I've got your your answer here. The model develops we use to determine pre and post development flows, public conditions on the implied 5%, flooding packs, assessment, Doctor Brown and Grinch of growth for more of rainforest applied. Is it worth commenting that the because the flood impact assessment did use a 1%. Right? Yes. Yeah. Yeah. Maybe I need to just add in there that we did use 1% for those more detailed assessments or the more critical assessments. Yep. Yep. Yep. Yep. Yep. That's cool. And then so the attenuation pond, I where are we? So yes. On the on the attenuation pond, I just need understand this is more for my own benefit so I can answer it. So you said the attenuation ponds included in the stormwater design as tension basing, reduction of flow rates, combination of the tension bonds, etcetera, etcetera. That all makes sense. Water quality assessment also makes sense. The proposed tension basin is XX. Now I got that out of our drawings and it's quite big. What is it? Design volume without any freeboard is is 2,700 have sized it? Like, what what do we actually do with that value? Yep. Yep. And you took it. Yeah. No. Yeah. Yeah. So firefighting water allowance for the CFA is five seventy six k l. And one k l is a cubic meter, isn't it? So so five seventy six cubic meters. So basically, in in the and that that's for four hours. Basically, they want four hours water, and they have prescribed flow rates, which is how they get that that five seventy six k l value. Do you have do you calculate in your flood sorry, in your stormwater report in a two hour event, how much volume of water actually goes through that main swell? Like, should I just would it be easy for me if you sort of calculate its x x so so I just need to multiply the outflow rate. The when you say outflow, that's a is that a flow rate? Like in letters per second? Or okay. So what I would need to do is just basically multiply that by two hours and see could it could it store like, could the detention base install that at the same time? Like, it because, Bridget, I think where where they're going for what they are looking for is if there is somehow a fire during the 1% AP event, could your detention base install all that water? And if the answer is yes, I'll I'll tell them it can. If it's not, I'll have to think of a different answer. But your so your your if you if you present your outflow, I just need to multiply that by two hours and determine what the total volume is. Yes. Yeah. Yep. Yeah. Okay. Well, then to yep. Yep. Yep. Yeah. Because well, in in the event of a fire, what we would do is close a valve leading from the outflow of the detention basin so that any contaminated water would be captured. So I assume the to to work out whether it would be sufficient, I should look at the size of the inflow pipe to the base, which is presumably the same as the side of the outflow pipe. Yeah. Yeah. Yeah. Yeah. Okay. So so yeah. So then okay. So I just basically take that take that 200 mil, or whatever the diameter is and then work out a volumetric flow rate through that and multiply it by whatever times you whatever time interval where you'd need, and then I can basically say the water coming into the system under all scenarios basically can't exceed this. Yep. Alright. Cool. Yeah. Yeah. Yep. Alrighty. No worries. No. Thanks. That's useful. Cool. Well, I'll work these things out, draft it up, and I may need to give you another callback if I need to check anything else. But yeah. No. Because they they they did an works package for us. This is an event. Remember, I think they were talking to you about work for them. And then but they they they got basically got too busy, so they couldn't build it for us. So we've got another APC engaged now. And they've been bloody helpful, but they've they've they've basically taken this design as their starting point. So during during execution, we we will redo the civil design. But to be honest, if the tank if the detention basin is adequately sized, we're not inclined to sort of change it unless, you know, if it's if it's, like, dramatically oversized, we could save a million dollars by not building it as big. We probably would. But otherwise because, like, if we change it, we have to go back to DTP and get everything approved. So we're more inclined to just build it and then, you know, like, the the actual basement itself won't won't be installed until the end of the works. So, you know, once once we've torn up the lay down area and we're using that part, you know, we don't really need the area. So we can we can kind of build quite a big ditch and put some nice vegetation and stuff in there and all that. So yeah. Alright. No. Cool. Thanks thanks for your help there. I'll I'll give you a callback if I need anything else. That that was useful. Alright. Thanks, mate. I I had to work a bit while I was there. So, you know, it's it's not not too bad. Yeah. That's alright. Thanks, mate. 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Good. How are you? Thank you. It's like a distant memory.\n\nRight? It's like I never left. Have you been keeping well? You've you've upgraded to a, you know, a reception now. Press 1 for director Alex.\n\nSo that's that's great. Yeah. Nice. I won't keep you. Look.\n\nJust just getting followed up that I I haven't closed out that set of data questions from July. So thank thanks for your answers there. Basically, they all make sense to me. I just wanted to talk quickly about the detention basin. So do you need a minute to get it up in front of you, or you you got it in front of mine?\n\nYep. Yeah. Yeah. Cool. So the the main let me in fact, I'll frame you without having the right email in front of me.\n\nSorry. Just one sec. There's too many attachments. Okay. Okay.\n\nSo on the first one, I think we sort of aligned, you know, your response aligned to what I expected, which is they're saying you should use a 1% AP. We're saying that the the the 5% is sufficient because that's what the planning permit calls for. Is there anything more to it than that? Yeah. It would A flood?\n\nOkay. Yeah. Yeah. Yep. Yep.\n\nYep. Fair enough. Okay. That's cool. I might so I've got your your answer here.\n\nThe model develops we use to determine pre and post development flows, public conditions on the implied 5%, flooding packs, assessment, Doctor Brown and Grinch of growth for more of rainforest applied. Is it worth commenting that the because the flood impact assessment did use a 1%. Right? Yes. Yeah.\n\nYeah. Maybe I need to just add in there that we did use 1% for those more detailed assessments or the more critical assessments. Yep. Yep. Yep.\n\nYep. Yep. That's cool. And then so the attenuation pond, I where are we? So yes.\n\nOn the on the attenuation pond, I just need understand this is more for my own benefit so I can answer it. So you said the attenuation ponds included in the stormwater design as tension basing, reduction of flow rates, combination of the tension bonds, etcetera, etcetera. That all makes sense. Water quality assessment also makes sense. The proposed tension basin is XX.\n\nNow I got that out of our drawings and it's quite big. What is it? Design volume without any freeboard is is 2,700 have sized it? Like, what what do we actually do with that value? Yep.\n\nYep. And you took it. Yeah. No. Yeah.\n\nYeah. So firefighting water allowance for the CFA is five seventy six k l. And one k l is a cubic meter, isn't it? So so five seventy six cubic meters. So basically, in in the and that that's for four hours.\n\nBasically, they want four hours water, and they have prescribed flow rates, which is how they get that that five seventy six k l value. Do you have do you calculate in your flood sorry, in your stormwater report in a two hour event, how much volume of water actually goes through that main swell? Like, should I just would it be easy for me if you sort of calculate its x x so so I just need to multiply the outflow rate. The when you say outflow, that's a is that a flow rate? Like in letters per second?\n\nOr okay. So what I would need to do is just basically multiply that by two hours and see could it could it store like, could the detention base install that at the same time? Like, it because, Bridget, I think where where they're going for what they are looking for is if there is somehow a fire during the 1% AP event, could your detention base install all that water? And if the answer is yes, I'll I'll tell them it can. If it's not, I'll have to think of a different answer.\n\nBut your so your your if you if you present your outflow, I just need to multiply that by two hours and determine what the total volume is. Yes. Yeah. Yep. Yeah.\n\nOkay. Well, then to yep. Yep. Yep. Yeah.\n\nBecause well, in in the event of a fire, what we would do is close a valve leading from the outflow of the detention basin so that any contaminated water would be captured. So I assume the to to work out whether it would be sufficient, I should look at the size of the inflow pipe to the base, which is presumably the same as the side of the outflow pipe. Yeah. Yeah. Yeah.\n\nYeah. Okay. So so yeah. So then okay. So I just basically take that take that 200 mil, or whatever the diameter is and then work out a volumetric flow rate through that and multiply it by whatever times you whatever time interval where you'd need, and then I can basically say the water coming into the system under all scenarios basically can't exceed this.\n\nYep. Alright. Cool. Yeah. Yeah.\n\nYep. Alrighty. No worries. No. Thanks.\n\nThat's useful. Cool. Well, I'll work these things out, draft it up, and I may need to give you another callback if I need to check anything else. But yeah. No.\n\nBecause they they they did an works package for us. This is an event. Remember, I think they were talking to you about work for them. And then but they they they got basically got too busy, so they couldn't build it for us. So we've got another APC engaged now.\n\nAnd they've been bloody helpful, but they've they've they've basically taken this design as their starting point. So during during execution, we we will redo the civil design. But to be honest, if the tank if the detention basin is adequately sized, we're not inclined to sort of change it unless, you know, if it's if it's, like, dramatically oversized, we could save a million dollars by not building it as big. We probably would. But otherwise because, like, if we change it, we have to go back to DTP and get everything approved.\n\nSo we're more inclined to just build it and then, you know, like, the the actual basement itself won't won't be installed until the end of the works. So, you know, once once we've torn up the lay down area and we're using that part, you know, we don't really need the area. So we can we can kind of build quite a big ditch and put some nice vegetation and stuff in there and all that. So yeah. Alright.\n\nNo. Cool. Thanks thanks for your help there. I'll I'll give you a callback if I need anything else. That that was useful.\n\nAlright. Thanks, mate. I I had to work a bit while I was there. So, you know, it's it's not not too bad. Yeah.\n\nThat's alright. Thanks, mate. Bye.","paragraphs":[{"sentences":[{"text":"Hey.","start":2.32,"end":2.6399999,"sentiment":"neutral","sentiment_score":0.1746821105480194},{"text":"Good.","start":2.6399999,"end":2.8799999,"sentiment":"positive","sentiment_score":0.3738759160041809},{"text":"How are you?","start":2.8799999,"end":3.62,"sentiment":"neutral","sentiment_score":0.23713509241739908},{"text":"Thank you.","start":5.52,"end":6.08,"sentiment":"positive","sentiment_score":0.6133483350276947},{"text":"It's like a distant memory.","start":6.08,"end":7.2,"sentiment":"neutral","sentiment_score":0.15738993734121323}],"sentiment":"neutral","sentiment_score":0.2728008050471544,"num_words":12,"start":2.32,"end":7.2},{"sentences":[{"text":"Right?","start":7.2,"end":7.44,"sentiment":"neutral","sentiment_score":0.11822711676359177},{"text":"It's like I never left.","start":7.44,"end":8.58,"sentiment":"neutral","sentiment_score":0.02930928934365511},{"text":"Have you been keeping well?","start":9.76,"end":11.46,"sentiment":"neutral","sentiment_score":0.07903089821338653},{"text":"You've you've upgraded to a, you know, a reception now.","start":14.325,"end":20.085,"sentiment":"neutral","sentiment_score":0.15094243064522744},{"text":"Press 1 for director Alex.","start":20.085,"end":21.765,"sentiment":"neutral","sentiment_score":0.07110207751393319}],"sentiment":"neutral","sentiment_score":0.09711010571425924,"num_words":26,"start":7.2,"end":21.765},{"sentences":[{"text":"So that's that's great.","start":21.765,"end":22.985,"sentiment":"positive","sentiment_score":0.41241569444537163},{"text":"Yeah.","start":23.205,"end":23.705,"sentiment":"neutral","sentiment_score":0.3049008846282959},{"text":"Nice.","start":27.285,"end":27.785,"sentiment":"positive","sentiment_score":0.4138026833534241},{"text":"I won't keep you.","start":29.099998,"end":30.14,"sentiment":"neutral","sentiment_score":0.1416784916073084},{"text":"Look.","start":30.14,"end":30.46,"sentiment":"neutral","sentiment_score":0.02811180055141449}],"sentiment":"neutral","sentiment_score":0.26938110115853225,"num_words":11,"start":21.765,"end":30.46},{"sentences":[{"text":"Just just getting followed up that I I haven't closed out that set of data questions from July.","start":30.46,"end":38.559998,"sentiment":"neutral","sentiment_score":0.030541552385936182},{"text":"So thank thanks for your answers there.","start":39.66,"end":41.739998,"sentiment":"positive","sentiment_score":0.40476811145033154},{"text":"Basically, they all make sense to me.","start":41.739998,"end":43.675,"sentiment":"neutral","sentiment_score":0.2224494708435876},{"text":"I just wanted to talk quickly about the detention basin.","start":43.675,"end":47.774998,"sentiment":"neutral","sentiment_score":0.05825980305671692},{"text":"So do you need a minute to get it up in front of you, or you you got it in front of mine?","start":49.595,"end":55.855,"sentiment":"neutral","sentiment_score":0.001227373257279396}],"sentiment":"neutral","sentiment_score":0.08540151745367508,"num_words":65,"start":30.46,"end":55.855},{"sentences":[{"text":"Yep.","start":56.235,"end":56.635,"sentiment":"neutral","sentiment_score":0.07522974908351898},{"text":"Yeah.","start":56.635,"end":57.135,"sentiment":"neutral","sentiment_score":0.07876017689704895},{"text":"Yeah.","start":58.57,"end":58.809998,"sentiment":"neutral","sentiment_score":0.1037464588880539},{"text":"Cool.","start":58.809998,"end":59.289997,"sentiment":"neutral","sentiment_score":0.11739549040794373},{"text":"So the the main let me in fact, I'll frame you without having the right email in front of me.","start":59.289997,"end":67.15,"sentiment":"neutral","sentiment_score":0.029408043809235097}],"sentiment":"neutral","sentiment_score":0.04013719797755281,"num_words":24,"start":56.235,"end":67.15},{"sentences":[{"text":"Sorry.","start":71.369995,"end":71.69,"sentiment":"neutral","sentiment_score":-0.0628061443567276},{"text":"Just one sec.","start":71.69,"end":72.315,"sentiment":"neutral","sentiment_score":-0.05452262734373411},{"text":"There's too many attachments.","start":72.395004,"end":73.455,"sentiment":"neutral","sentiment_score":-0.09418438374996185},{"text":"Okay.","start":73.595,"end":74.095,"sentiment":"neutral","sentiment_score":-0.012379857711493967},{"text":"Okay.","start":79.435005,"end":79.835,"sentiment":"neutral","sentiment_score":-0.00606163777410984}],"sentiment":"neutral","sentiment_score":-0.06215530568733811,"num_words":10,"start":71.369995,"end":79.835},{"sentences":[{"text":"So on the first one, I think we sort of aligned, you know, your response aligned to what I expected, which is they're saying you should use a 1% AP.","start":79.835,"end":92.08,"sentiment":"neutral","sentiment_score":-0.0038854769275834164},{"text":"We're saying that the the the 5% is sufficient because that's what the planning permit calls for.","start":92.78,"end":100.4,"sentiment":"neutral","sentiment_score":-0.014751076917437947},{"text":"Is there anything more to it than that?","start":100.7,"end":109.7675,"sentiment":"neutral","sentiment_score":-0.03410139889456332},{"text":"Yeah.","start":117.21,"end":117.689995,"sentiment":"neutral","sentiment_score":-0.02508062683045864},{"text":"It would A flood?","start":117.689995,"end":126.909996,"sentiment":"neutral","sentiment_score":-0.058961451053619385}],"sentiment":"neutral","sentiment_score":-0.015017837293756504,"num_words":60,"start":79.835,"end":126.909996},{"sentences":[{"text":"Okay.","start":128.56999,"end":129.06999,"sentiment":"neutral","sentiment_score":-0.016583727672696114},{"text":"Yeah.","start":130.285,"end":130.785,"sentiment":"neutral","sentiment_score":-0.013826070353388786},{"text":"Yeah.","start":133.485,"end":133.985,"sentiment":"neutral","sentiment_score":0.002636813558638096},{"text":"Yep.","start":137.325,"end":137.725,"sentiment":"neutral","sentiment_score":-0.05121267959475517},{"text":"Yep.","start":137.725,"end":138.225,"sentiment":"neutral","sentiment_score":-0.14134836196899414}],"sentiment":"neutral","sentiment_score":-0.04406680520623922,"num_words":5,"start":128.56999,"end":138.225},{"sentences":[{"text":"Yep.","start":146.73001,"end":147.13,"sentiment":"neutral","sentiment_score":-0.04682011529803276},{"text":"Fair enough.","start":147.13,"end":147.77,"sentiment":"neutral","sentiment_score":0.02360554039478302},{"text":"Okay.","start":147.77,"end":148.09001,"sentiment":"neutral","sentiment_score":0.1381264179944992},{"text":"That's cool.","start":148.09001,"end":148.83,"sentiment":"positive","sentiment_score":0.3578595221042633},{"text":"I might so I've got your your answer here.","start":148.89,"end":151.13,"sentiment":"neutral","sentiment_score":0.1080455332994461}],"sentiment":"neutral","sentiment_score":0.12177641515930494,"num_words":15,"start":146.73001,"end":151.13},{"sentences":[{"text":"The model develops we use to determine pre and post development flows, public conditions on the implied 5%, flooding packs, assessment, Doctor Brown and Grinch of growth for more of rainforest applied.","start":151.13,"end":162.265,"sentiment":"neutral","sentiment_score":0.03135423886124045},{"text":"Is it worth commenting that the because the flood impact assessment did use a 1%.","start":162.485,"end":167.605,"sentiment":"neutral","sentiment_score":0.039130765572190286},{"text":"Right?","start":167.605,"end":168.105,"sentiment":"neutral","sentiment_score":0.04751081392168999},{"text":"Yes.","start":168.88501,"end":169.38501,"sentiment":"neutral","sentiment_score":0.05114203691482544},{"text":"Yeah.","start":169.605,"end":169.925,"sentiment":"neutral","sentiment_score":0.030923567712306976}],"sentiment":"neutral","sentiment_score":0.034397470913827416,"num_words":50,"start":151.13,"end":169.925},{"sentences":[{"text":"Yeah.","start":169.925,"end":170.245,"sentiment":"neutral","sentiment_score":0.019795358180999756},{"text":"Maybe I need to just add in there that we did use 1% for those more detailed assessments or the more critical assessments.","start":170.245,"end":177.08,"sentiment":"neutral","sentiment_score":-0.004415079181932885},{"text":"Yep.","start":177.45999,"end":177.95999,"sentiment":"neutral","sentiment_score":0.106516033411026},{"text":"Yep.","start":178.42,"end":178.92,"sentiment":"neutral","sentiment_score":0.10472293943166731},{"text":"Yep.","start":186.34,"end":186.59,"sentiment":"neutral","sentiment_score":-0.04217536002397537}],"sentiment":"neutral","sentiment_score":0.0032337833264911614,"num_words":27,"start":169.925,"end":186.59},{"sentences":[{"text":"Yep.","start":186.59,"end":187.09,"sentiment":"neutral","sentiment_score":-0.0839228630065918},{"text":"Yep.","start":188.71501,"end":189.21501,"sentiment":"neutral","sentiment_score":0.08950085937976837},{"text":"That's cool.","start":190.395,"end":191.035,"sentiment":"positive","sentiment_score":0.36480797827243805},{"text":"And then so the attenuation pond, I where are we?","start":191.035,"end":196.57501,"sentiment":"neutral","sentiment_score":0.04477924667298794},{"text":"So yes.","start":198.155,"end":198.71501,"sentiment":"neutral","sentiment_score":0.07453130930662155}],"sentiment":"neutral","sentiment_score":0.08325306489132345,"num_words":16,"start":186.59,"end":198.71501},{"sentences":[{"text":"On the on the attenuation pond, I just need understand this is more for my own benefit so I can answer it.","start":198.71501,"end":203.53,"sentiment":"neutral","sentiment_score":0.039408897811716255},{"text":"So you said the attenuation ponds included in the stormwater design as tension basing, reduction of flow rates, combination of the tension bonds, etcetera, etcetera.","start":203.53,"end":212.40999,"sentiment":"neutral","sentiment_score":0.09858509808778763},{"text":"That all makes sense.","start":212.40999,"end":213.37,"sentiment":"neutral","sentiment_score":0.19969647377729416},{"text":"Water quality assessment also makes sense.","start":213.37,"end":217.17499,"sentiment":"neutral","sentiment_score":0.12911938006679216},{"text":"The proposed tension basin is XX.","start":217.17499,"end":218.995,"sentiment":"neutral","sentiment_score":0.07298865045110385}],"sentiment":"neutral","sentiment_score":0.0848104330518889,"num_words":63,"start":198.71501,"end":218.995},{"sentences":[{"text":"Now I got that out of our drawings and it's quite big.","start":219.055,"end":224.33499,"sentiment":"neutral","sentiment_score":0.0030290622574587664},{"text":"What is it?","start":224.33499,"end":224.97499,"sentiment":"neutral","sentiment_score":-0.002958663428823153},{"text":"Design volume without any freeboard is is 2,700 have sized it?","start":224.97499,"end":244.145,"sentiment":"neutral","sentiment_score":-0.05748274236578833},{"text":"Like, what what do we actually do with that value?","start":244.145,"end":246.405,"sentiment":"neutral","sentiment_score":-0.12276955544948578},{"text":"Yep.","start":258.45,"end":258.95,"sentiment":"neutral","sentiment_score":0.1551765203475952}],"sentiment":"neutral","sentiment_score":-0.04533395792886212,"num_words":37,"start":219.055,"end":258.95},{"sentences":[{"text":"Yep.","start":267.09,"end":267.59,"sentiment":"neutral","sentiment_score":0.08545732498168945},{"text":"And you took it.","start":267.88998,"end":268.875,"sentiment":"neutral","sentiment_score":0.05317067354917526},{"text":"Yeah.","start":275.755,"end":276.255,"sentiment":"neutral","sentiment_score":0.012810412794351578},{"text":"No.","start":279.675,"end":280.075,"sentiment":"neutral","sentiment_score":-0.06981503963470459},{"text":"Yeah.","start":280.075,"end":280.575,"sentiment":"neutral","sentiment_score":-0.006007134914398193}],"sentiment":"neutral","sentiment_score":0.029391032177954912,"num_words":8,"start":267.09,"end":280.575},{"sentences":[{"text":"Yeah.","start":288.31,"end":288.79,"sentiment":"neutral","sentiment_score":0.07307112962007523},{"text":"So firefighting water allowance for the CFA is five seventy six k l.","start":288.79,"end":297.19,"sentiment":"neutral","sentiment_score":0.054851228227982156},{"text":"And one k l is a cubic meter, isn't it?","start":297.19,"end":299.955,"sentiment":"neutral","sentiment_score":0.02354375310242176},{"text":"So so five seventy six cubic meters.","start":301.535,"end":303.775,"sentiment":"neutral","sentiment_score":0.0277997689055545},{"text":"So basically, in in the and that that's for four hours.","start":303.775,"end":308.275,"sentiment":"neutral","sentiment_score":0.044272199611772194}],"sentiment":"neutral","sentiment_score":0.04055160013515325,"num_words":42,"start":288.31,"end":308.275},{"sentences":[{"text":"Basically, they want four hours water, and they have prescribed flow rates, which is how they get that that five seventy six k l value.","start":309.29498,"end":316.27,"sentiment":"neutral","sentiment_score":0.07470252022147178},{"text":"Do you have do you calculate in your flood sorry, in your stormwater report in a two hour event, how much volume of water actually goes through that main swell?","start":317.53,"end":327.305,"sentiment":"neutral","sentiment_score":0.06145955224831899},{"text":"Like, should I just would it be easy for me if you sort of calculate its x x so so I just need to multiply the outflow rate.","start":327.305,"end":338.365,"sentiment":"neutral","sentiment_score":0.07277733706203955},{"text":"The when you say outflow, that's a is that a flow rate?","start":338.505,"end":340.66498,"sentiment":"neutral","sentiment_score":0.0210620885870109},{"text":"Like in letters per second?","start":340.66498,"end":343.84802,"sentiment":"neutral","sentiment_score":0.016757752373814584}],"sentiment":"neutral","sentiment_score":0.060856488356366756,"num_words":100,"start":309.29498,"end":343.84802},{"sentences":[{"text":"Or okay.","start":343.84802,"end":344.52,"sentiment":"neutral","sentiment_score":0.054088108241558075},{"text":"So what I would need to do is just basically multiply that by two hours and see could it could it store like, could the detention base install that at the same time?","start":344.52,"end":355.515,"sentiment":"neutral","sentiment_score":0.06961312652988867},{"text":"Like, it because, Bridget, I think where where they're going for what they are looking for is if there is somehow a fire during the 1% AP event, could your detention base install all that water?","start":355.515,"end":366.015,"sentiment":"neutral","sentiment_score":0.02690436929050419},{"text":"And if the answer is yes, I'll I'll tell them it can.","start":367.435,"end":370.58,"sentiment":"neutral","sentiment_score":0.065157952097555},{"text":"If it's not, I'll have to think of a different answer.","start":370.58,"end":372.75998,"sentiment":"neutral","sentiment_score":-0.13450626554814252}],"sentiment":"neutral","sentiment_score":0.028471204154986017,"num_words":94,"start":343.84802,"end":372.75998},{"sentences":[{"text":"But your so your your if you if you present your outflow, I just need to multiply that by two hours and determine what the total volume is.","start":374.02,"end":382.19998,"sentiment":"neutral","sentiment_score":0.017071498491402184},{"text":"Yes.","start":393.34497,"end":393.84497,"sentiment":"neutral","sentiment_score":-0.03837789967656136},{"text":"Yeah.","start":394.145,"end":394.645,"sentiment":"neutral","sentiment_score":-0.055650778114795685},{"text":"Yep.","start":407.37,"end":407.87,"sentiment":"neutral","sentiment_score":0.11911773681640624},{"text":"Yeah.","start":410.16998,"end":410.66998,"sentiment":"neutral","sentiment_score":0.08290030807256699}],"sentiment":"neutral","sentiment_score":0.018312228901777416,"num_words":32,"start":374.02,"end":410.66998},{"sentences":[{"text":"Okay.","start":410.955,"end":411.035,"sentiment":"neutral","sentiment_score":0.08936215937137604},{"text":"Well, then to yep.","start":411.035,"end":413.135,"sentiment":"neutral","sentiment_score":0.0680721327662468},{"text":"Yep.","start":417.355,"end":417.855,"sentiment":"neutral","sentiment_score":0.0533088818192482},{"text":"Yep.","start":418.555,"end":419.055,"sentiment":"neutral","sentiment_score":0.04055323079228401},{"text":"Yeah.","start":421.035,"end":421.35498,"sentiment":"neutral","sentiment_score":0.0754837617278099}],"sentiment":"neutral","sentiment_score":0.06637457059696317,"num_words":8,"start":410.955,"end":421.35498},{"sentences":[{"text":"Because well, in in the event of a fire, what we would do is close a valve leading from the outflow of the detention basin so that any contaminated water would be captured.","start":421.35498,"end":432.25,"sentiment":"neutral","sentiment_score":0.00038321000156980574},{"text":"So I assume the to to work out whether it would be sufficient, I should look at the size of the inflow pipe to the base, which is presumably the same as the side of the outflow pipe.","start":432.78998,"end":442.98502,"sentiment":"neutral","sentiment_score":-0.006375517046667244},{"text":"Yeah.","start":444.165,"end":444.665,"sentiment":"neutral","sentiment_score":0.026509925723075867},{"text":"Yeah.","start":444.805,"end":445.305,"sentiment":"neutral","sentiment_score":0.011972412467002869},{"text":"Yeah.","start":447.99,"end":448.49,"sentiment":"neutral","sentiment_score":0.008780230768024921}],"sentiment":"neutral","sentiment_score":-0.0024643398481547026,"num_words":74,"start":421.35498,"end":448.49},{"sentences":[{"text":"Yeah.","start":453.03,"end":453.50998,"sentiment":"neutral","sentiment_score":0.00939253345131874},{"text":"Okay.","start":453.50998,"end":454.00998,"sentiment":"neutral","sentiment_score":0.008422515355050564},{"text":"So so yeah.","start":454.06998,"end":456.25,"sentiment":"neutral","sentiment_score":0.00849978563686212},{"text":"So then okay.","start":456.31,"end":457.75,"sentiment":"neutral","sentiment_score":0.037178599586089454},{"text":"So I just basically take that take that 200 mil, or whatever the diameter is and then work out a volumetric flow rate through that and multiply it by whatever times you whatever time interval where you'd need, and then I can basically say the water coming into the system under all scenarios basically can't exceed this.","start":457.75,"end":477.46,"sentiment":"neutral","sentiment_score":0.003937026257054848}],"sentiment":"neutral","sentiment_score":0.0058347800173438515,"num_words":65,"start":453.03,"end":477.46},{"sentences":[{"text":"Yep.","start":477.46,"end":477.96,"sentiment":"neutral","sentiment_score":0.05830658599734306},{"text":"Alright.","start":478.02,"end":478.41998,"sentiment":"neutral","sentiment_score":0.1300138533115387},{"text":"Cool.","start":478.41998,"end":478.91998,"sentiment":"neutral","sentiment_score":0.2067842185497284},{"text":"Yeah.","start":482.66,"end":483.16,"sentiment":"neutral","sentiment_score":0.0036314809694886208},{"text":"Yeah.","start":485.3,"end":485.8,"sentiment":"neutral","sentiment_score":-0.03778054937720299}],"sentiment":"neutral","sentiment_score":0.07219111789017915,"num_words":5,"start":477.46,"end":485.8},{"sentences":[{"text":"Yep.","start":493.275,"end":493.775,"sentiment":"neutral","sentiment_score":0.05040046572685242},{"text":"Alrighty.","start":494.155,"end":494.655,"sentiment":"neutral","sentiment_score":0.09793499857187273},{"text":"No worries.","start":494.715,"end":495.35498,"sentiment":"neutral","sentiment_score":0.09424671530723572},{"text":"No.","start":495.35498,"end":495.51498,"sentiment":"neutral","sentiment_score":0.11460688710212708},{"text":"Thanks.","start":495.51498,"end":495.75497,"sentiment":"neutral","sentiment_score":0.3225836455821991}],"sentiment":"neutral","sentiment_score":0.12900323793292046,"num_words":6,"start":493.275,"end":495.75497},{"sentences":[{"text":"That's useful.","start":495.75497,"end":496.495,"sentiment":"positive","sentiment_score":0.4227936714887619},{"text":"Cool.","start":497.275,"end":497.595,"sentiment":"positive","sentiment_score":0.3349588215351105},{"text":"Well, I'll work these things out, draft it up, and I may need to give you another callback if I need to check anything else.","start":497.595,"end":505.44,"sentiment":"neutral","sentiment_score":0.02400835555046797},{"text":"But yeah.","start":505.44,"end":506.58,"sentiment":"neutral","sentiment_score":-0.04921258985996246},{"text":"No.","start":509.76,"end":510.24,"sentiment":"neutral","sentiment_score":-0.16079726815223694}],"sentiment":"neutral","sentiment_score":0.04908169694845715,"num_words":31,"start":495.75497,"end":510.24},{"sentences":[{"text":"Because they they they did an works package for us.","start":510.24,"end":515.775,"sentiment":"neutral","sentiment_score":-0.12164575830101967},{"text":"This is an event.","start":515.775,"end":516.735,"sentiment":"neutral","sentiment_score":-0.054004911333322525},{"text":"Remember, I think they were talking to you about work for them.","start":516.735,"end":519.47504,"sentiment":"neutral","sentiment_score":-0.01489135529845953},{"text":"And then but they they they got basically got too busy, so they couldn't build it for us.","start":520.895,"end":526.895,"sentiment":"neutral","sentiment_score":-0.19738006053699386},{"text":"So we've got another APC engaged now.","start":526.895,"end":529.04,"sentiment":"neutral","sentiment_score":-0.0608586168714932}],"sentiment":"neutral","sentiment_score":-0.10960833136649693,"num_words":51,"start":510.24,"end":529.04},{"sentences":[{"text":"And they've been bloody helpful, but they've they've they've basically taken this design as their starting point.","start":529.45996,"end":536.13995,"sentiment":"neutral","sentiment_score":-0.025679905131897506},{"text":"So during during execution, we we will redo the civil design.","start":536.13995,"end":540.07996,"sentiment":"neutral","sentiment_score":-0.008238249797035347},{"text":"But to be honest, if the tank if the detention basin is adequately sized, we're not inclined to sort of change it unless, you know, if it's if it's, like, dramatically oversized, we could save a million dollars by not building it as big.","start":540.22,"end":552.25494,"sentiment":"neutral","sentiment_score":-0.0657834261232479},{"text":"We probably would.","start":552.25494,"end":553.235,"sentiment":"neutral","sentiment_score":-0.003867159287134806},{"text":"But otherwise because, like, if we change it, we have to go back to DTP and get everything approved.","start":553.375,"end":558.12,"sentiment":"neutral","sentiment_score":-0.00831687504327611}],"sentiment":"neutral","sentiment_score":-0.038205021150172394,"num_words":94,"start":529.45996,"end":558.12},{"sentences":[{"text":"So we're more inclined to just build it and then, you know, like, the the actual basement itself won't won't be installed until the end of the works.","start":558.12,"end":565.89996,"sentiment":"neutral","sentiment_score":-0.02654748908909304},{"text":"So, you know, once once we've torn up the lay down area and we're using that part, you know, we don't really need the area.","start":567.32,"end":573.945,"sentiment":"neutral","sentiment_score":0.018095979522913693},{"text":"So we can we can kind of build quite a big ditch and put some nice vegetation and stuff in there and all that.","start":573.945,"end":579.145,"sentiment":"neutral","sentiment_score":0.05426613970970114},{"text":"So yeah.","start":579.145,"end":579.885,"sentiment":"neutral","sentiment_score":0.04640848748385906},{"text":"Alright.","start":582.265,"end":582.66504,"sentiment":"neutral","sentiment_score":0.22011737525463104}],"sentiment":"neutral","sentiment_score":0.016554893710417674,"num_words":80,"start":558.12,"end":582.66504},{"sentences":[{"text":"No.","start":582.66504,"end":582.825,"sentiment":"neutral","sentiment_score":0.12908977270126343},{"text":"Cool.","start":582.825,"end":583.145,"sentiment":"neutral","sentiment_score":0.2418978661298752},{"text":"Thanks thanks for your help there.","start":583.145,"end":584.26,"sentiment":"positive","sentiment_score":0.40498435993989307},{"text":"I'll I'll give you a callback if I need anything else.","start":584.26,"end":586.58,"sentiment":"neutral","sentiment_score":0.19718450578776273},{"text":"That that was useful.","start":586.58,"end":587.56,"sentiment":"neutral","sentiment_score":0.23564469814300537}],"sentiment":"neutral","sentiment_score":0.2570653110742569,"num_words":23,"start":582.66504,"end":587.56},{"sentences":[{"text":"Alright.","start":590.02,"end":590.52,"sentiment":"neutral","sentiment_score":0.12485106289386748},{"text":"Thanks, mate.","start":591.54,"end":592.44,"sentiment":"neutral","sentiment_score":-0.09454264491796494},{"text":"I I had to work a bit while I was there.","start":594.66,"end":596.19293,"sentiment":"neutral","sentiment_score":0.013154366138306532},{"text":"So, you know, it's it's not not too bad.","start":596.19293,"end":599.07294,"sentiment":"neutral","sentiment_score":0.12593701895740297},{"text":"Yeah.","start":599.07294,"end":599.57294,"sentiment":"neutral","sentiment_score":0.09352905303239822}],"sentiment":"neutral","sentiment_score":0.054476084342847265,"num_words":24,"start":590.02,"end":599.57294},{"sentences":[{"text":"That's alright.","start":601.4729,"end":602.2929,"sentiment":"neutral","sentiment_score":0.21583907306194305},{"text":"Thanks, mate.","start":603.3129,"end":604.0329,"sentiment":"positive","sentiment_score":0.7884393036365509},{"text":"Bye.","start":604.0329,"end":604.5329,"sentiment":"positive","sentiment_score":0.5468704700469971}],"sentiment":"positive","sentiment_score":0.511085444688797,"num_words":5,"start":601.4729,"end":604.5329}]}}]}],"paragraphs":{"transcript":"\nChannel 0: Hey, Simon. How are you doing?\n\nChannel 1: Hey. Good. How are you?\n\nChannel 0: Good. Welcome back.\n\nChannel 1: Thank you. It's like a distant memory. Right? It's like I never left.\n\nChannel 0: Hey.\n\nChannel 1: Have you been keeping well?\n\nChannel 0: Yeah. Not bad. Not bad. Yeah. Busy.\n\nChannel 1: You've you've upgraded to a, you know, a reception now. Press 1 for director\n\nChannel 0: I\n\nChannel 1: Alex.\n\nChannel 0: know.\n\nChannel 1: So that's\n\nChannel 0: I know.\n\nChannel 1: that's great.\n\nChannel 0: We\n\nChannel 1: Yeah.\n\nChannel 0: that's it. We're getting there. Like, I I feel like I've made it.\n\nChannel 1: Nice. I won't keep you. Look. Just just getting followed up\n\nChannel 0: Oh, yes.\n\nChannel 1: that I I haven't closed out that set of data questions from July.\n\nChannel 0: Okay.\n\nChannel 1: So thank thanks for your answers there. Basically, they all make sense to me. I just wanted to talk quickly about the detention basin.\n\nChannel 0: Yeah.\n\nChannel 1: So do you need a minute to get it up in front of you, or you you\n\nChannel 0: No. I\n\nChannel 1: got\n\nChannel 0: I\n\nChannel 1: it\n\nChannel 0: know that\n\nChannel 1: in front\n\nChannel 0: site\n\nChannel 1: of mine?\n\nChannel 0: well. I'm I'm\n\nChannel 1: Yep.\n\nChannel 0: happy to\n\nChannel 1: Yeah.\n\nChannel 0: talk about yeah. Yeah.\n\nChannel 1: Yeah. Cool. So the the main let me in fact, I'll frame you without having the right email in front of me. Sorry. Just one sec.\n\nThere's too many attachments.\n\nChannel 0: No. You're alright.\n\nChannel 1: Okay. Okay. So on the first one, I think we sort of aligned, you know, your response aligned to what I expected, which is they're saying you should use a 1% AP. We're saying that the the the 5% is sufficient because that's what the planning permit calls for. Is there anything more to it than\n\nChannel 0: Yeah. No. I mean, 1% AEP for stormwater isn't really a typical\n\nChannel 1: that?\n\nChannel 0: thing. I don't really know why, yeah, they've asked for the 1%.\n\nChannel 1: Yeah.\n\nChannel 0: It\n\nChannel 1: It\n\nChannel 0: it's\n\nChannel 1: would\n\nChannel 0: not real like, so usually it's like 5% or 20%. 1% might be for detention\n\nChannel 1: A flood?\n\nChannel 0: rent or major or\n\nChannel 1: Okay.\n\nChannel 0: major day drainage,\n\nChannel 1: Yeah.\n\nChannel 0: but we've already demonstrated\n\nChannel 1: Yeah.\n\nChannel 0: via the floods mapping that we manage that. So,\n\nChannel 1: Yep. Yep.\n\nChannel 0: yeah, I for me, that is a pedantic I don't I don't really yeah. I'm it's it seems really pedantic to me.\n\nChannel 1: Yep. Fair enough. Okay. That's cool. I might so I've got your your answer here.\n\nThe model develops we use to determine pre and post development flows, public conditions on the implied 5%, flooding packs, assessment, Doctor Brown and Grinch of growth for more of rainforest applied. Is it worth commenting that the because the flood impact assessment did use a 1%. Right? Yes. Yeah.\n\nYeah. Maybe\n\nChannel 0: Yeah.\n\nChannel 1: I need\n\nChannel 0: Yeah.\n\nChannel 1: to just add in there that we did use 1% for those more detailed assessments or the more\n\nChannel 0: Yeah.\n\nChannel 1: critical\n\nChannel 0: Absolutely.\n\nChannel 1: assessments. Yep.\n\nChannel 0: That's right. Yeah.\n\nChannel 1: Yep.\n\nChannel 0: And and, I mean, we even went above and beyond by modeling the river system downstream, which didn't end up in Bagdani. It just for\n\nChannel 1: Yep.\n\nChannel 0: fear\n\nChannel 1: Yep.\n\nChannel 0: of it may infecting. So\n\nChannel 1: Yep.\n\nChannel 0: yeah.\n\nChannel 1: That's cool. And then so the attenuation pond, I where are we? So yes. On the on the attenuation pond, I just need understand this is more for my own benefit so I can answer\n\nChannel 0: Mhmm.\n\nChannel 1: it. So you said the attenuation ponds included in the stormwater design as tension basing, reduction of flow rates, combination of the tension bonds, etcetera, etcetera. That all makes sense. Water quality\n\nChannel 0: Yeah.\n\nChannel 1: assessment also makes sense. The proposed tension basin is XX. Now I got that out of our drawings and it's quite big. What is it? Design volume without any freeboard is is 2,700\n\nChannel 0: Yeah. Yeah. I don't.\n\nChannel 1: have sized it? Like, what what do we actually do with that value?\n\nChannel 0: Well, it's a good question. So I didn't yeah. That I didn't size that. I'm sure they would have sized it for fire.\n\nChannel 1: Yep.\n\nChannel 0: I'm sure that's what that's what your civil designers would have done because they oh, we didn't size that base, and we didn't that that base was just proposed there, and\n\nChannel 1: Yep.\n\nChannel 0: it was I\n\nChannel 1: And\n\nChannel 0: thought\n\nChannel 1: you took it.\n\nChannel 0: obviously, it captures the direct rainfall on top of it, but it's like, there's no way that much rainfall would get into it anyway,\n\nChannel 1: Yeah.\n\nChannel 0: and it is separate from the rest of the system.\n\nChannel 1: No.\n\nChannel 0: So\n\nChannel 1: Yeah.\n\nChannel 0: whatever however they've sized it, it's huge, and it should probably it it it for me, I think it must have been for fire.\n\nChannel 1: Yeah. So firefighting water allowance for the CFA is five seventy six k l. And one k l is\n\nChannel 0: Okay.\n\nChannel 1: a cubic meter, isn't it? So so five seventy six cubic meters. So basically, in in the and that that's for four hours. Basically, they want four hours water, and they have prescribed flow rates, which is how they get that that\n\nChannel 0: Yes.\n\nChannel 1: five seventy six k l value. Do you have do you calculate in your flood sorry, in your stormwater report in a two hour event, how much volume of water actually goes through that main swell? Like, should I just would it be easy for me if you sort of calculate its x x\n\nChannel 0: Well, we've done the outflow, though. We've we've done\n\nChannel 1: so so I just need to multiply the outflow rate. The when you say outflow, that's a is that a flow rate? Like in\n\nChannel 0: yeah. It's a flow rate. It's meters cube per\n\nChannel 1: letters\n\nChannel 0: second.\n\nChannel 1: per second? Or okay. So what I would need to do is just basically multiply that by two hours and see could it could it store like, could the detention base install that at the same time? Like, it because, Bridget, I think where where they're going for what they are looking for is if there is somehow a fire during the 1% AP event, could your detention base install all that water? And if the answer is yes, I'll I'll tell them it can.\n\nIf it's not, I'll have to think of a different answer. But your so your your if you if you present your outflow, I just need to multiply that by two hours and determine\n\nChannel 0: Well,\n\nChannel 1: what\n\nChannel 0: it's\n\nChannel 1: the total volume\n\nChannel 0: it's\n\nChannel 1: is.\n\nChannel 0: the outflow from your basin from the basin that that was designed because my my swales don't won't capture my swales are designed to capture the water that's coming across land.\n\nChannel 1: Yes.\n\nChannel 0: They're not designed\n\nChannel 1: Yeah.\n\nChannel 0: to capture water coming off the so it's whatever comes out of the basin. So whatever the size of that pipe that comes out of the basin into the swale is what you which would be that's what I'm saying. Like, it'd be tiny. You'd\n\nChannel 1: Yep.\n\nChannel 0: you'd easily cover it, I'm sure.\n\nChannel 1: Yeah. Okay. Well,\n\nChannel 0: So it's something\n\nChannel 1: then\n\nChannel 0: so\n\nChannel 1: to\n\nChannel 0: it's it's\n\nChannel 1: yep.\n\nChannel 0: a calculation based on the the the size of the basin and the outflow\n\nChannel 1: Yep.\n\nChannel 0: of\n\nChannel 1: Yep.\n\nChannel 0: the of the, yeah, pipe.\n\nChannel 1: Yeah. Because well, in in the event of a fire, what we would do is close a valve leading from the outflow of the detention basin\n\nChannel 0: Yeah.\n\nChannel 1: so that any contaminated water would be captured.\n\nChannel 0: Captured.\n\nChannel 1: So I assume the to to work out whether it would be sufficient, I should look at the size of the inflow pipe to the base, which is presumably the\n\nChannel 0: Yeah.\n\nChannel 1: same as the side of the outflow pipe.\n\nChannel 0: That's right. Yeah. Yeah. Exactly. And\n\nChannel 1: Yeah.\n\nChannel 0: and, again, it\n\nChannel 1: Yeah.\n\nChannel 0: would be it would be small because it's coming straight off your system, and I'm\n\nChannel 1: Yeah.\n\nChannel 0: I'm pretty sure it's, like, it's 200 or even less. I reckon it's a 200 mil\n\nChannel 1: Yeah. Okay.\n\nChannel 0: pipes. Like,\n\nChannel 1: So\n\nChannel 0: it's not a big pipe.\n\nChannel 1: so yeah. So then okay. So I just basically take that take that 200 mil, or whatever the diameter is and then work out a volumetric flow rate through that and multiply it by whatever times you whatever time interval where you'd need, and then I can basically say the water coming into the system under all scenarios basically can't\n\nChannel 0: That's yeah. Exactly.\n\nChannel 1: exceed this. Yep.\n\nChannel 0: Yeah.\n\nChannel 1: Alright.\n\nChannel 0: And I'm\n\nChannel 1: Cool.\n\nChannel 0: sure the peak I'm sure the civil designer that you got would have\n\nChannel 1: Yeah.\n\nChannel 0: checked the peak flow rate out of it.\n\nChannel 1: Yeah.\n\nChannel 0: They they would have had to. Like, they they can't just design a system for no reason. So they would have had to check that peak flow rate anyway.\n\nChannel 1: Yep. Alrighty. No worries. No. Thanks.\n\nThat's useful. Cool. Well, I'll work these things out, draft it up, and I may need to give you another callback\n\nChannel 0: Yeah. You're\n\nChannel 1: if\n\nChannel 0: right.\n\nChannel 1: I need to check\n\nChannel 0: It's\n\nChannel 1: anything else. But\n\nChannel 0: the civil\n\nChannel 1: yeah.\n\nChannel 0: designer, are they not helping at all?\n\nChannel 1: No. Because they they they did an works package for us. This is an event.\n\nChannel 0: Yes.\n\nChannel 1: Remember, I think they were talking to you about\n\nChannel 0: Yes.\n\nChannel 1: work for them.\n\nChannel 0: Yes.\n\nChannel 1: And then but they they they got basically got too busy, so they couldn't build it for us. So we've got another APC engaged now. And they've been bloody helpful, but they've they've they've basically taken this design as their starting point. So during\n\nChannel 0: Okay.\n\nChannel 1: during execution, we we will redo the civil design. But to be honest, if the tank if the detention basin is adequately sized, we're not inclined to sort of change it unless, you know, if it's if it's, like, dramatically oversized, we could save a million dollars by not building it as big.\n\nChannel 0: Yeah.\n\nChannel 1: We probably\n\nChannel 0: Yeah. Yeah.\n\nChannel 1: would. But otherwise\n\nChannel 0: Yep.\n\nChannel 1: because, like, if we change it, we have to go back to DTP and\n\nChannel 0: Well\n\nChannel 1: get everything approved. So we're more inclined to just build it and then, you know, like, the the actual basement itself won't\n\nChannel 0: yeah.\n\nChannel 1: won't be installed until the end of the works.\n\nChannel 0: Yes.\n\nChannel 1: So, you know, once once we've torn up the lay down area and we're using that part, you know, we don't really need the area. So we can we can kind of build quite a big ditch and put some nice vegetation and stuff in there and all that. So yeah.\n\nChannel 0: Yeah. Great. Yep.\n\nChannel 1: Alright.\n\nChannel 0: Great.\n\nChannel 1: No. Cool. Thanks thanks for your help there. I'll I'll give you a callback if I need anything else. That that was useful.\n\nChannel 0: No worries. Thanks. Thanks. Welcome\n\nChannel 1: Alright.\n\nChannel 0: back. Hope it's not\n\nChannel 1: Thanks,\n\nChannel 0: too much\n\nChannel 1: mate.\n\nChannel 0: of a culture shock. Alright, mate.\n\nChannel 1: I I had to work a bit while I was there. So, you know, it's\n\nChannel 0: Classic.\n\nChannel 1: it's not not too bad. Yeah.\n\nChannel 0: No. Rest of the week ahead. Easy.\n\nChannel 1: That's alright.\n\nChannel 0: Alright. I'll speak to you soon.\n\nChannel 1: Thanks, mate. Bye.\n\nChannel 0: See you, mate. Bye.","paragraphs":[{"sentences":[{"text":"Hey, Simon.","start":0.56,"end":1.1999999,"sentiment":"neutral","sentiment_score":0.08853873610496521},{"text":"How are you doing?","start":1.1999999,"end":2.02,"sentiment":"neutral","sentiment_score":0.12937018647789955}],"sentiment":"neutral","sentiment_score":0.11575970302025478,"channel":0,"num_words":6,"start":0.56,"end":2.02},{"sentences":[{"text":"Hey.","start":2.32,"end":2.6399999,"sentiment":"neutral","sentiment_score":0.1746821105480194},{"text":"Good.","start":2.6399999,"end":2.8799999,"sentiment":"positive","sentiment_score":0.3738759160041809},{"text":"How are you?","start":2.8799999,"end":3.62,"sentiment":"neutral","sentiment_score":0.23713509241739908}],"sentiment":"neutral","sentiment_score":0.2519926607608795,"channel":1,"num_words":5,"start":2.32,"end":3.62},{"sentences":[{"text":"Good.","start":3.9199998,"end":4.3199997,"sentiment":"positive","sentiment_score":0.5219305753707886},{"text":"Welcome back.","start":4.3199997,"end":5.22,"sentiment":"positive","sentiment_score":0.5289715230464935}],"sentiment":"positive","sentiment_score":0.5266245404879252,"channel":0,"num_words":3,"start":3.9199998,"end":5.22},{"sentences":[{"text":"Thank you.","start":5.52,"end":6.08,"sentiment":"positive","sentiment_score":0.6133483350276947},{"text":"It's like a distant memory.","start":6.08,"end":7.2,"sentiment":"neutral","sentiment_score":0.15738993734121323},{"text":"Right?","start":7.2,"end":7.44,"sentiment":"neutral","sentiment_score":0.11822711676359177},{"text":"It's like I never left.","start":7.44,"end":8.58,"sentiment":"neutral","sentiment_score":0.02930928934365511}],"sentiment":"neutral","sentiment_score":0.17526307078794792,"channel":1,"num_words":13,"start":5.52,"end":8.58},{"sentences":[{"text":"Hey.","start":8.96,"end":9.46,"sentiment":"neutral","sentiment_score":0.08272640407085419}],"sentiment":"neutral","sentiment_score":0.08272640407085419,"channel":0,"num_words":1,"start":8.96,"end":9.46},{"sentences":[{"text":"Have you been keeping well?","start":9.76,"end":11.46,"sentiment":"neutral","sentiment_score":0.07903089821338653}],"sentiment":"neutral","sentiment_score":0.07903089821338653,"channel":1,"num_words":5,"start":9.76,"end":11.46},{"sentences":[{"text":"Yeah.","start":11.84,"end":12.08,"sentiment":"neutral","sentiment_score":0.1000676080584526},{"text":"Not bad.","start":12.08,"end":12.559999,"sentiment":"neutral","sentiment_score":0.16251685470342636},{"text":"Not bad.","start":12.559999,"end":13.12,"sentiment":"neutral","sentiment_score":0.15674209594726562},{"text":"Yeah.","start":13.12,"end":13.44,"sentiment":"neutral","sentiment_score":0.17871196568012238},{"text":"Busy.","start":13.44,"end":13.905,"sentiment":"neutral","sentiment_score":0.23571398854255676}],"sentiment":"neutral","sentiment_score":0.16471592336893082,"channel":0,"num_words":7,"start":11.84,"end":13.905},{"sentences":[{"text":"You've you've upgraded to a, you know, a reception now.","start":14.325,"end":20.085,"sentiment":"neutral","sentiment_score":0.15094243064522744},{"text":"Press 1 for director","start":20.085,"end":21.365,"sentiment":"neutral","sentiment_score":0.06525550503283739}],"sentiment":"neutral","sentiment_score":0.1264604518988303,"channel":1,"num_words":14,"start":14.325,"end":21.365},{"sentences":[{"text":"I","start":21.105,"end":21.425,"sentiment":"neutral","sentiment_score":0.08992486447095871}],"sentiment":"neutral","sentiment_score":0.08992486447095871,"channel":0,"num_words":1,"start":21.105,"end":21.425},{"sentences":[{"text":"Alex.","start":21.365,"end":21.765,"sentiment":"neutral","sentiment_score":0.09448836743831636}],"sentiment":"neutral","sentiment_score":0.09448836743831636,"channel":1,"num_words":1,"start":21.365,"end":21.765},{"sentences":[{"text":"know.","start":21.425,"end":21.925,"sentiment":"neutral","sentiment_score":0.07195764780044556}],"sentiment":"neutral","sentiment_score":0.07195764780044556,"channel":0,"num_words":1,"start":21.425,"end":21.925},{"sentences":[{"text":"So that's","start":21.765,"end":22.345,"sentiment":"neutral","sentiment_score":0.22244172543287277}],"sentiment":"neutral","sentiment_score":0.22244172543287277,"channel":1,"num_words":2,"start":21.765,"end":22.345},{"sentences":[{"text":"I know.","start":21.985,"end":22.544998,"sentiment":"neutral","sentiment_score":0.24471501260995865}],"sentiment":"neutral","sentiment_score":0.24471501260995865,"channel":0,"num_words":2,"start":21.985,"end":22.544998},{"sentences":[{"text":"that's 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worries.","start":588.18,"end":588.82,"sentiment":"neutral","sentiment_score":0.15056762099266052},{"text":"Thanks.","start":588.82,"end":589.32,"sentiment":"neutral","sentiment_score":0.259211003780365},{"text":"Thanks.","start":589.38,"end":589.86,"sentiment":"neutral","sentiment_score":0.2390474379062653},{"text":"Welcome","start":589.86,"end":590.33997,"sentiment":"neutral","sentiment_score":0.12932530045509338}],"sentiment":"neutral","sentiment_score":0.18574379682540892,"channel":0,"num_words":5,"start":588.18,"end":590.33997},{"sentences":[{"text":"Alright.","start":590.02,"end":590.52,"sentiment":"neutral","sentiment_score":0.12485106289386748}],"sentiment":"neutral","sentiment_score":0.12485106289386748,"channel":1,"num_words":1,"start":590.02,"end":590.52},{"sentences":[{"text":"back.","start":590.33997,"end":590.83997,"sentiment":"neutral","sentiment_score":0.06803219765424728},{"text":"Hope it's not","start":590.98,"end":591.62,"sentiment":"neutral","sentiment_score":-0.04121926426887512}],"sentiment":"neutral","sentiment_score":-0.01390639878809452,"channel":0,"num_words":4,"start":590.33997,"end":591.62},{"sentences":[{"text":"Thanks,","start":591.54,"end":591.94,"sentiment":"neutral","sentiment_score":-0.08813881874084473}],"sentiment":"neutral","sentiment_score":-0.08813881874084473,"channel":1,"num_words":1,"start":591.54,"end":591.94},{"sentences":[{"text":"too much","start":591.62,"end":592.01996,"sentiment":"neutral","sentiment_score":-0.058610834181308746}],"sentiment":"neutral","sentiment_score":-0.058610834181308746,"channel":0,"num_words":2,"start":591.62,"end":592.01996},{"sentences":[{"text":"mate.","start":591.94,"end":592.44,"sentiment":"neutral","sentiment_score":-0.10094647109508514}],"sentiment":"neutral","sentiment_score":-0.10094647109508514,"channel":1,"num_words":1,"start":591.94,"end":592.44},{"sentences":[{"text":"of a culture shock.","start":592.01996,"end":593.24,"sentiment":"neutral","sentiment_score":-0.1990542970597744},{"text":"Alright, mate.","start":593.62,"end":594.51996,"sentiment":"neutral","sentiment_score":0.054277002811431885}],"sentiment":"neutral","sentiment_score":-0.11461053043603897,"channel":0,"num_words":6,"start":592.01996,"end":594.51996},{"sentences":[{"text":"I I had to work a bit while I was there.","start":594.66,"end":596.19293,"sentiment":"neutral","sentiment_score":0.013154366138306532},{"text":"So, you know, it's","start":596.19293,"end":597.4929,"sentiment":"neutral","sentiment_score":0.09540954791009426}],"sentiment":"neutral","sentiment_score":0.035089081277449925,"channel":1,"num_words":15,"start":594.66,"end":597.4929},{"sentences":[{"text":"Classic.","start":597.2929,"end":597.7929,"sentiment":"neutral","sentiment_score":0.17614738643169403}],"sentiment":"neutral","sentiment_score":0.17614738643169403,"channel":0,"num_words":1,"start":597.2929,"end":597.7929},{"sentences":[{"text":"it's not not too bad.","start":597.8729,"end":599.07294,"sentiment":"neutral","sentiment_score":0.15035899579524994},{"text":"Yeah.","start":599.07294,"end":599.57294,"sentiment":"neutral","sentiment_score":0.09352905303239822}],"sentiment":"neutral","sentiment_score":0.140887338668108,"channel":1,"num_words":6,"start":597.8729,"end":599.57294},{"sentences":[{"text":"No.","start":599.6129,"end":599.7729,"sentiment":"neutral","sentiment_score":0.07566604018211365},{"text":"Rest of the week ahead.","start":599.7729,"end":600.9929,"sentiment":"neutral","sentiment_score":0.17090874910354614},{"text":"Easy.","start":601.45294,"end":601.8529,"sentiment":"neutral","sentiment_score":0.28070491552352905}],"sentiment":"neutral","sentiment_score":0.17298781446048192,"channel":0,"num_words":7,"start":599.6129,"end":601.8529},{"sentences":[{"text":"That's alright.","start":601.4729,"end":602.2929,"sentiment":"neutral","sentiment_score":0.21583907306194305}],"sentiment":"neutral","sentiment_score":0.21583907306194305,"channel":1,"num_words":2,"start":601.4729,"end":602.2929},{"sentences":[{"text":"Alright.","start":601.8529,"end":602.0929,"sentiment":"neutral","sentiment_score":0.06421640515327454},{"text":"I'll speak to you soon.","start":602.0929,"end":603.1529,"sentiment":"positive","sentiment_score":0.39384366273880006}],"sentiment":"positive","sentiment_score":0.3389057864745458,"channel":0,"num_words":6,"start":601.8529,"end":603.1529},{"sentences":[{"text":"Thanks, mate.","start":603.3129,"end":604.0329,"sentiment":"positive","sentiment_score":0.7884393036365509},{"text":"Bye.","start":604.0329,"end":604.5329,"sentiment":"positive","sentiment_score":0.5468704700469971}],"sentiment":"positive","sentiment_score":0.7079163591066996,"channel":1,"num_words":3,"start":603.3129,"end":604.5329},{"sentences":[{"text":"See you, mate.","start":604.4129,"end":604.9729,"sentiment":"positive","sentiment_score":0.4172831177711487},{"text":"Bye.","start":604.9729,"end":605.4729,"sentiment":"neutral","sentiment_score":-0.11878595501184464}],"sentiment":"neutral","sentiment_score":0.28326584957540035,"channel":0,"num_words":4,"start":604.4129,"end":605.4729}]},"summary":{"result":"success","short":"The speakers discuss detention basin and flooding assessments, including the use of 1% AP for stormwater and the proposed tension basin. They also discuss the importance of water quality assessments and the use of a 2% AP for stormwater. They provide guidance on how to calculate outflow rates and determine the maximum volume of water that would be captured. The agent explains that they need to multiply the flow rate by two hours to determine the maximum volume of water that can be stored, and they are working on a work package for the customer."},"intents":{"segments":[{"text":"You've you've upgraded to a, you know, a reception now. Press 1 for director I Alex.","start_word":40,"end_word":55,"intents":[{"intent":"Update reception","confidence_score":0.1042956}]},{"text":"Just just getting followed up Oh, yes. that I I haven't closed out that set of data questions from July. Okay.","start_word":84,"end_word":104,"intents":[{"intent":"Follow up","confidence_score":0.09232881}]},{"text":"that I I haven't closed out that set of data questions from July. Okay.","start_word":91,"end_word":104,"intents":[{"intent":"Clarify data questions","confidence_score":0.052583657}]},{"text":"Basically, they all make sense to me. I just wanted to talk quickly about the detention basin. Yeah.","start_word":112,"end_word":129,"intents":[{"intent":"Clarify request explanation","confidence_score":0.0004718898}]},{"text":"So on the first one, I think we sort of aligned, you know, your response aligned to what I expected, which is they're saying you should use a 1% AP. We're saying that the the the 5% is sufficient because that's what the planning permit calls for. Is there anything more to it than Yeah.","start_word":205,"end_word":259,"intents":[{"intent":"Clarify response","confidence_score":0.06319105}]},{"text":"No. I mean, 1% AEP for stormwater isn't really a typical that? thing. I don't really know why, yeah, they've asked for the 1%. Yeah.","start_word":260,"end_word":284,"intents":[{"intent":"Clarify 1% ap","confidence_score":0.07896132}]},{"text":"Is it worth commenting that the because the flood impact assessment did use a 1%. Right? Yes. Yeah.","start_word":400,"end_word":417,"intents":[{"intent":"Assess flood impacts","confidence_score":0.028916767}]},{"text":"Do you have do you calculate in your flood sorry, in your stormwater report in a two hour event, how much volume of water actually goes through that main swell?","start_word":800,"end_word":829,"intents":[{"intent":"Calculate rain water allowance","confidence_score":0.000017250723}]},{"text":"The when you say outflow, that's a is that a flow rate? Like in yeah.","start_word":868,"end_word":882,"intents":[{"intent":"Calculate outflow","confidence_score":0.3046713}]},{"text":"So I assume the to to work out whether it would be sufficient, I should look at the size of the inflow pipe to the base, which is presumably the Yeah.","start_word":1177,"end_word":1207,"intents":[{"intent":"Measure pipe diameter","confidence_score":0.0011195836}]},{"text":"same as the side of the outflow pipe. That's right. Yeah.","start_word":1208,"end_word":1218,"intents":[{"intent":"Confirm pipe size","confidence_score":0.08354387}]},{"text":"checked the peak flow rate out of it. Yeah.","start_word":1354,"end_word":1362,"intents":[{"intent":"Test peak flow rate","confidence_score":0.005621743}]},{"text":"Well, I'll work these things out, draft it up, and I may need to give you another callback Yeah.","start_word":1401,"end_word":1419,"intents":[{"intent":"Draft system","confidence_score":0.34607762},{"intent":"Receive callback","confidence_score":0.0061110277}]},{"text":"So during Okay. during execution, we we will redo the civil design. But to be honest, if the tank if the detention basin is adequately sized, we're not inclined to sort of change it unless, you know, if it's if it's, like, dramatically oversized, we could save a million dollars by not building it as big. Yeah.","start_word":1513,"end_word":1569,"intents":[{"intent":"Suggest new design","confidence_score":0.00012069291},{"intent":"Consider new design","confidence_score":0.018025955}]},{"text":"during execution, we we will redo the civil design. But to be honest, if the tank if the detention basin is adequately sized, we're not inclined to sort of change it unless, you know, if it's if it's, like, dramatically oversized, we could save a million dollars by not building it as big. Yeah.","start_word":1516,"end_word":1569,"intents":[{"intent":"Redesign design","confidence_score":0.013347185}]},{"text":"But to be honest, if the tank if the detention basin is adequately sized, we're not inclined to sort of change it unless, you know, if it's if it's, like, dramatically oversized, we could save a million dollars by not building it as big. Yeah.","start_word":1525,"end_word":1569,"intents":[{"intent":"Save money","confidence_score":0.8288768}]},{"text":"because, like, if we change it, we have to go back to DTP and Well get everything approved. So we're more inclined to just build it and then, you know, like, the the actual basement itself won't yeah. won't be installed until the end of the works. Yes.","start_word":1578,"end_word":1625,"intents":[{"intent":"Clarify project completion","confidence_score":0.000026738131}]},{"text":"Great. Yep. Alright. Great.","start_word":1678,"end_word":1681,"intents":[{"intent":"Confirm understanding","confidence_score":0.017475987}]}]},"sentiments":{"segments":[{"text":"Hey, Simon. How are you doing? Hey.","start_word":0,"end_word":6,"sentiment":"neutral","sentiment_score":0.12594006955623627},{"text":"Good.","start_word":7,"end_word":7,"sentiment":"positive","sentiment_score":0.3738759160041809},{"text":"How are you?","start_word":8,"end_word":10,"sentiment":"neutral","sentiment_score":0.2527514100074768},{"text":"Good. Welcome back. Thank you.","start_word":11,"end_word":15,"sentiment":"positive","sentiment_score":0.5503731966018677},{"text":"It's like a distant memory. Right? It's like I never left. Hey. Have you been keeping well? Yeah. Not bad. Not bad. Yeah. Busy. You've you've upgraded to a, you know, a reception now. Press 1 for director I Alex. know. So that's I know.","start_word":16,"end_word":60,"sentiment":"neutral","sentiment_score":0.135243222117424},{"text":"that's great.","start_word":61,"end_word":62,"sentiment":"positive","sentiment_score":0.6014037728309631},{"text":"We Yeah. that's it. We're getting there.","start_word":63,"end_word":69,"sentiment":"neutral","sentiment_score":0.29380810260772705},{"text":"Like, I I feel like I've made it. Nice.","start_word":70,"end_word":78,"sentiment":"positive","sentiment_score":0.39797577261924744},{"text":"I won't keep you. Look. Just just getting followed up Oh, yes. that I I haven't closed out that set of data questions from July. Okay.","start_word":79,"end_word":104,"sentiment":"neutral","sentiment_score":0.05796613171696663},{"text":"So thank thanks for your answers there.","start_word":105,"end_word":111,"sentiment":"positive","sentiment_score":0.4080319404602051},{"text":"Basically, they all make sense to me. I just wanted to talk quickly about the detention basin. Yeah. So do you need a minute to get it up in front of you, or you you No. I got I it know that in front site of mine? well. I'm I'm Yep. happy to Yeah. talk about yeah. Yeah. Yeah. Cool. So the the main let me in fact, I'll frame you without having the right email in front of me. Sorry. Just one sec. There's too many No. attachments. You're alright. Okay. Okay. So on the first one, I think we sort of aligned, you know, your response aligned to what I expected, which is they're saying you should use a 1% AP. We're saying that the the the 5% is sufficient because that's what the planning permit calls for. Is there anything more to it than Yeah. No. I mean, 1% AEP for stormwater isn't really a typical that? thing. I don't really know why, yeah, they've asked for the 1%. Yeah. It It it's would not real like, so usually it's like 5% or 20%. 1% might be for detention A flood? rent or major or Okay. major day drainage, Yeah. but we've already demonstrated Yeah. via the floods mapping that we manage that. So, Yep. Yep.","start_word":112,"end_word":330,"sentiment":"neutral","sentiment_score":-0.016241928028818815},{"text":"yeah, I for me, that is a pedantic I don't I don't really yeah. I'm it's it seems really pedantic to me.","start_word":331,"end_word":352,"sentiment":"negative","sentiment_score":-0.5738765001296997},{"text":"Yep. Fair enough. Okay.","start_word":353,"end_word":356,"sentiment":"neutral","sentiment_score":0.025462407618761063},{"text":"That's cool.","start_word":357,"end_word":358,"sentiment":"positive","sentiment_score":0.355608195066452},{"text":"I might so I've got your your answer here. The model develops we use to determine pre and post development flows, public conditions on the implied 5%, flooding packs, assessment, Doctor Brown and Grinch of growth for more of rainforest applied. Is it worth commenting that the because the flood impact assessment did use a 1%. Right? Yes. Yeah. Yeah. Maybe Yeah. I need Yeah. to just add in there that we did use 1% for those more detailed assessments or the more Yeah. critical Absolutely. assessments. Yep. That's right. Yeah. Yep. And and, I mean, we even went above and beyond by modeling the river system downstream, which didn't end up in Bagdani. It just for Yep. fear Yep. of it may infecting. So Yep. yeah.","start_word":359,"end_word":485,"sentiment":"neutral","sentiment_score":0.03856005147099495},{"text":"That's cool.","start_word":486,"end_word":487,"sentiment":"positive","sentiment_score":0.36885711550712585},{"text":"And then so the attenuation pond, I where are we? So yes. On the on the attenuation pond, I just need understand this is more for my own benefit so I can answer Mhmm. it. So you said the attenuation ponds included in the stormwater design as tension basing, reduction of flow rates, combination of the tension bonds, etcetera, etcetera. That all makes sense. Water quality Yeah. assessment also makes sense. The proposed tension basin is XX. Now I got that out of our drawings and it's quite big. What is it? Design volume without any freeboard is is 2,700 Yeah. Yeah. I don't. have sized it? Like, what what do we actually do with that value? Well, it's a good question. So I didn't yeah. That I didn't size that. I'm sure they would have sized it for fire. Yep. I'm sure that's what that's what your civil designers would have done because they oh, we didn't size that base, and we didn't that that base was just proposed there, and Yep. it was I And thought you took it. obviously, it captures the direct rainfall on top of it, but it's like, there's no way that much rainfall would get into it anyway, Yeah. and it is separate from the rest of the system. No. So Yeah. whatever however they've sized it, it's huge, and it should probably it it it for me, I think it must have been for fire. Yeah. So firefighting water allowance for the CFA is five seventy six k l. And one k l is Okay. a cubic meter, isn't it? So so five seventy six cubic meters. So basically, in in the and that that's for four hours. Basically, they want four hours water, and they have prescribed flow rates, which is how they get that that Yes. five seventy six k l value. Do you have do you calculate in your flood sorry, in your stormwater report in a two hour event, how much volume of water actually goes through that main swell? Like, should I just would it be easy for me if you sort of calculate its x x Well, we've done the outflow, though. We've we've done so so I just need to multiply the outflow rate. The when you say outflow, that's a is that a flow rate? Like in yeah. It's a flow rate. It's meters cube per second. letters per second? Or okay. So what I would need to do is just basically multiply that by two hours and see could it could it store like, could the detention base install that at the same time? Like, it because, Bridget, I think where where they're going for what they are looking for is if there is somehow a fire during the 1% AP event, could your detention base install all that water? And if the answer is yes, I'll I'll tell them it can. If it's not, I'll have to think of a different answer. But your so your your if you if you present your outflow, I just need to multiply that by two hours and determine Well, what it's the total volume it's is. the outflow from your basin from the basin that that was designed because my my swales don't won't capture my swales are designed to capture the water that's coming across land. Yes. They're not designed Yeah. to capture water coming off the so it's whatever comes out of the basin. So whatever the size of that pipe that comes out of the basin into the swale is what you which would be that's what I'm saying. Like, it'd be tiny. You'd Yep. you'd easily cover it, I'm sure. Yeah. Okay. Well, So it's something then so to it's it's yep. a calculation based on the the the size of the basin and the outflow Yep. of Yep. the of the, yeah, pipe. Yeah. Because well, in in the event of a fire, what we would do is close a valve leading from the outflow of the detention basin Yeah. so that any contaminated water would be captured. Captured. So I assume the to to work out whether it would be sufficient, I should look at the size of the inflow pipe to the base, which is presumably the Yeah. same as the side of the outflow pipe. That's right. Yeah. Yeah. Exactly. And Yeah. and, again, it Yeah. would be it would be small because it's coming straight off your system, and I'm Yeah. I'm pretty sure it's, like, it's 200 or even less. I reckon it's a 200 mil Yeah. Okay. pipes. Like, So it's not a big pipe. so yeah. So then okay. So I just basically take that take that 200 mil, or whatever the diameter is and then work out a volumetric flow rate through that and multiply it by whatever times you whatever time interval where you'd need, and then I can basically say the water coming into the system under all scenarios basically can't That's yeah. Exactly. exceed this. Yep. Yeah. Alright. And I'm Cool. sure the peak I'm sure the civil designer that you got would have Yeah. checked the peak flow rate out of it. Yeah. They they would have had to. Like, they they can't just design a system for no reason. So they would have had to check that peak flow rate anyway. Yep. Alrighty. No worries. No. Thanks.","start_word":488,"end_word":1397,"sentiment":"neutral","sentiment_score":0.015718230139975857},{"text":"That's useful. Cool.","start_word":1398,"end_word":1400,"sentiment":"positive","sentiment_score":0.3994722664356232},{"text":"Well, I'll work these things out, draft it up, and I may need to give you another callback Yeah. You're if right. I need to check It's anything else. But the civil yeah. designer, are they not helping at all? No. Because they they they did an works package for us. This is an event. Yes. Remember, I think they were talking to you about Yes. work for them. Yes. And then but they they they got basically got too busy, so they couldn't build it for us. So we've got another APC engaged now. And they've been bloody helpful, but they've they've they've basically taken this design as their starting point. So during Okay. during execution, we we will redo the civil design. But to be honest, if the tank if the detention basin is adequately sized, we're not inclined to sort of change it unless, you know, if it's if it's, like, dramatically oversized, we could save a million dollars by not building it as big. Yeah. We probably Yeah. Yeah. would. But otherwise Yep. because, like, if we change it, we have to go back to DTP and Well get everything approved. So we're more inclined to just build it and then, you know, like, the the actual basement itself won't yeah. won't be installed until the end of the works. Yes. So, you know, once once we've torn up the lay down area and we're using that part, you know, we don't really need the area. So we can we can kind of build quite a big ditch and put some nice vegetation and stuff in there and all that. So yeah. Yeah.","start_word":1401,"end_word":1677,"sentiment":"neutral","sentiment_score":-0.031432420035508134},{"text":"Great.","start_word":1678,"end_word":1678,"sentiment":"positive","sentiment_score":0.3341327905654907},{"text":"Yep. Alright. Great. No. Cool.","start_word":1679,"end_word":1683,"sentiment":"neutral","sentiment_score":0.20495879650115967},{"text":"Thanks thanks for your help there.","start_word":1684,"end_word":1689,"sentiment":"positive","sentiment_score":0.4156821072101593},{"text":"I'll I'll give you a callback if I need anything else. That that was useful. No worries. Thanks. Thanks. Welcome Alright. back. Hope it's not Thanks, too much mate. of a culture shock. Alright, mate. I I had to work a bit while I was there. So, you know, it's Classic. it's not not too bad. Yeah. No. Rest of the week ahead. Easy. That's alright. Alright.","start_word":1690,"end_word":1756,"sentiment":"neutral","sentiment_score":0.1041015237569809},{"text":"I'll speak to you soon. Thanks, mate. Bye. See you, mate.","start_word":1757,"end_word":1767,"sentiment":"positive","sentiment_score":0.5084290504455566},{"text":"Bye.","start_word":1768,"end_word":1768,"sentiment":"neutral","sentiment_score":0.23188118636608124}],"average":{"sentiment":"neutral","sentiment_score":0.02309402782246814}}}}