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1987-055
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Last modified
8/29/2022 12:23:30 PM
Creation date
9/30/2015 5:08:47 PM
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Resolutions
Resolution Number
1987-055
Approved Date
06/16/1987
Resolution Type
Sanitary Sewer
Entity Name
Camp dresser & McKee
Florida Department of Environmental Regulation
Subject
Engineering study for Rockridge sewer improvements
Area
Rockridge
Supplemental fields
SmeadsoftID
2533
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J <br />J <br />t <br />li <br />17 <br />1 st1hdill ision. And that low pressure system also involves a <br />2 srr,all diameter force main that would be laid in the <br />3 backyards, in the hack easements of your properties. Right <br />4 now you have a water system hack there and you also have <br />5 power hack there. It would be laid back in that same <br />6 general area with those. And what would he done is that <br />7 each septic tank teat vo>> own, it would ''e filled with sand <br />B and then a precast type system of filler <br />glass with a wet well <br />l type system with the grinder pump system in it would be <br />placed down inside your septic tank system. <br />The advantage of this would be saving construction <br />'. costs 'because the entire system will not be required, <br />depending on final design again if the project Proceeds to <br />that point, but the intent is that we will not have to be <br />penetrating through the rock ledge, that the small diameter <br />pressure or low pressure force main systems that can be laid <br />in your backyard easements can he laid an top of the rock <br />ledge and the existing septic tanks can be converted into <br />this grinder or submersible type pump system that we talked <br />about Just a little hit ago. <br />So as a brief general overview, the entire report <br />did a cost effective analysis. IAT en I talk about cost <br />effective analysis, I'm not just talking about construction <br />costs, T'm also talking about operation and maintenance <br />costs. In looking at the whole concept and putting it all <br />ZAMPATAF0 $ ASSOCTATFS <br />A rompvter Assisted Transcript <br />(305)569-0910 <br />l; <br />1; <br />20 <br />1� <br />' <br />16 <br />17 <br />1R <br />17 <br />1 st1hdill ision. And that low pressure system also involves a <br />2 srr,all diameter force main that would be laid in the <br />3 backyards, in the hack easements of your properties. Right <br />4 now you have a water system hack there and you also have <br />5 power hack there. It would be laid back in that same <br />6 general area with those. And what would he done is that <br />7 each septic tank teat vo>> own, it would ''e filled with sand <br />B and then a precast type system of filler <br />glass with a wet well <br />l type system with the grinder pump system in it would be <br />placed down inside your septic tank system. <br />The advantage of this would be saving construction <br />'. costs 'because the entire system will not be required, <br />depending on final design again if the project Proceeds to <br />that point, but the intent is that we will not have to be <br />penetrating through the rock ledge, that the small diameter <br />pressure or low pressure force main systems that can be laid <br />in your backyard easements can he laid an top of the rock <br />ledge and the existing septic tanks can be converted into <br />this grinder or submersible type pump system that we talked <br />about Just a little hit ago. <br />So as a brief general overview, the entire report <br />did a cost effective analysis. IAT en I talk about cost <br />effective analysis, I'm not just talking about construction <br />costs, T'm also talking about operation and maintenance <br />costs. In looking at the whole concept and putting it all <br />ZAMPATAF0 $ ASSOCTATFS <br />A rompvter Assisted Transcript <br />(305)569-0910 <br />19 <br />20 <br />21 <br />2.2 <br />23 <br />24 <br />25 <br />17 <br />1 st1hdill ision. And that low pressure system also involves a <br />2 srr,all diameter force main that would be laid in the <br />3 backyards, in the hack easements of your properties. Right <br />4 now you have a water system hack there and you also have <br />5 power hack there. It would be laid back in that same <br />6 general area with those. And what would he done is that <br />7 each septic tank teat vo>> own, it would ''e filled with sand <br />B and then a precast type system of filler <br />glass with a wet well <br />l type system with the grinder pump system in it would be <br />placed down inside your septic tank system. <br />The advantage of this would be saving construction <br />'. costs 'because the entire system will not be required, <br />depending on final design again if the project Proceeds to <br />that point, but the intent is that we will not have to be <br />penetrating through the rock ledge, that the small diameter <br />pressure or low pressure force main systems that can be laid <br />in your backyard easements can he laid an top of the rock <br />ledge and the existing septic tanks can be converted into <br />this grinder or submersible type pump system that we talked <br />about Just a little hit ago. <br />So as a brief general overview, the entire report <br />did a cost effective analysis. IAT en I talk about cost <br />effective analysis, I'm not just talking about construction <br />costs, T'm also talking about operation and maintenance <br />costs. In looking at the whole concept and putting it all <br />ZAMPATAF0 $ ASSOCTATFS <br />A rompvter Assisted Transcript <br />(305)569-0910 <br />
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