|
JET Consulting, Inc.
<br />Piezometer Data Summary
<br />© 2008. 2009, 2010. 2011. 2012 AT C.m.lfl.i. Inc
<br />Joumey Ventures Pit
<br />Journey Ventures, LLC
<br />12/4/2012
<br />wy
<br />07113 Kersey Gravel Rezomeler Data Summary
<br />1 oft
<br />Permit #: fri Confidental ?: JV
<br />Class: Hy02,,t, rz.,K Type -Seq.: -
<br />From:A +T Lou4OG t/i To: 01413
<br />Doc. Name: fItzeH .-TF�, 04-7-74 50} 1MAA
<br />Doc. Date (if no date stamp): )0 /'iJt
<br />Specialist: "Q41
<br />37 inches to WS In Culvert
<br />37 Inches to WS In Culvert
<br />37.5 Inches to WS In Culvert
<br />38 Inches to WS In Culvert
<br />38 5 inches to WS In Culvert
<br />35 5 inches to WS In Culvert - Debris removed by higher flow from heavy ram earlier in week
<br />35.5 Inches to WS In Culvert - Debris removed by higher flow from heavy ram dunng week of June 7th
<br />34.5 Inches to WS in Culvert - Debris removed by higher flow from heavy ram dunng week of June 7th
<br />34 5 Inches to WS In Culvert - Debris removed by higher flow from heavy rain dung week of June 7th
<br />34 5 inches to WS In Culvert - Debris removed by higher flow from heavy ram dunng week of June 7th
<br />32 inches to WS In Culvert - Water backing up Into culvert from flows In South Branch of Plumb Ditch
<br />31 inches to WS in Culvert - Water backing up Into culvert from flows in South Branch of Plumb Ditch
<br />33.5 inches to WS in Culvert - Water backing up into culvert from flows in South Branch of Plumb Ditch
<br />29 inches to WS in Culvert - Water backing up into culvert from flows In South Branch of Plumb Ditch
<br />31 inches to WS In Culvert - Water backing up Into culvert from flows in South Branch of Plumb Ditch
<br />29 inches to WS in Culvert - Water backing up into culvert from flows in South Branch of Plumb Dlch
<br />27 inches to WS in Culvert - Water backing up Into culvert from flows in South Branch of Plumb Ditch
<br />26 inches to WS in Culvert - Water backing up Into culvert from flows in South Branch of Plumb Ditch
<br />26 inches to WS In Culvert - Water backing up into culvert from flows in South Branch of Plumb Ditch
<br />26.25 inches to WS in Culvert - Water backing up into culvert from flows in South Branch of Plumb Ditch
<br />26.5 inches to WS in Culvert - Water backing up into culvert from flows in South Branch of Plumb Ditch
<br />26 5 Inches to WS in Culvert - Water backing up into culvert from flows in South Branch of Plumb Ditch
<br />28 Inches to WS in Culvert - Water backing up Into culvert from flows in South Branch of Plumb Ditch
<br />30 Inches to WS in Culvert - Water backing up into culvert from flows in South Branch of Plumb Ditch
<br />37 inches to WS in Culvert, 32 inches upstream of Culvert
<br />38 inches to WS in Culvert, 32 inches upstream of Culvert
<br />37 5 Inches to WS in Culvert, 31 5 inches upstream of Culvert
<br />38 inches to WS in Culvert, 32 inches upstream of Culvert
<br />38 Inches to WS In Culvert, 32 inches upstream of Culvert
<br />38.5 Inches to WS in Culvert, 32 5 inches upstream of Culvert
<br />38.5 Inches to WS in Culvert, 32 5 inches upstream of Culvert
<br />38 5 inches to WS In Culvert, 32 5 inches upstream of Culvert
<br />38 5 inches to WS in Culvert, 32 5 inches upstream of Culvert
<br />38 5 inches to WS in Culvert, 33 inches upstream of Culvert
<br />38 5 inches to WS in Culvert, 32 5 inches upstream of Culvert
<br />39 inches to WS in Culvert, 33 inches upstream of Culvert
<br />39 inches to WS in Culvert, 33 inches upstream of Culvert
<br />39 inches to WS in Culvert, 33 5 Inches upstream of Culvert
<br />39 inches to WS in Culvert, 33 5 inches upstream of Culvert
<br />39 inches to WS in Culvert, 33 5 inches upstream of Culvert
<br />39 75 inches to WS in Culvert, 34 0 inches upstream of Culvert
<br />39 5 inches to WS in Culvert, 34 0 Inches upstream of Culvert
<br />39 0 inches to WS in Culvert, 34 0 inches upstream of Culvert
<br />39 0 inches to WS in Culvert, 34 0 inches upstream of Culvert
<br />39 0 inches to WS in Culvert, 34 0 inches upstream of Culvert
<br />38 5 inches to WS in Culvert, 34 0 inches upstream of Culvert
<br />39 5 inches to WS in Culvert, 34 5 inches upstream of Culvert
<br />39 0 inches to WS in Culvert, 34 25 inches upstream of Culvert
<br />39 0 inches to WS in Culvert, 34 25 inches upstream of Culvert
<br />41 inches to WS in Culvert, 33.5 inches upstream of Culvert - Ditch Company Cleaned Downstream end of Culvert
<br />41 inches to WS in Culvert, 34 inches upstream of Culvert
<br />41 5 inches to WS in Culvert, 34 inches upstream of Culvert
<br />41.5 inches to WS in Culvert, 33.5 inches upstream of Culvert
<br />41 5 inches to WS in Culvert, 33 5 inches upstream of Culvert
<br />41 0 inches to WS in Culvert, 33 5 inches upstream of Culvert
<br />37 5 inches to WS in Culvert, 33.5 inches upstream of Culvert - Ditch Company running more water into channel downstream
<br />34 0 inches to WS in Culvert, 33.5 inches upstream of Culvert - Ditch Company running more water into channel downstream and South
<br />Platte River Flooding so groundwater elevations increased a lot from last week
<br />34 0 inches to WS in Culvert, 33 5 inches upstream of Culvert - Ditch Company running more water into channel downstream
<br />33 0 inches to WS in Culvert, 33.0 Inches upstream of Culvert - Ditch Company running more water Into channel downstream
<br />38 5 inches to WS in Culvert, 33 0 inches upstream of Culvert
<br />39 5 inches to WS in Culvert, 32 0 inches upstream of Culvert
<br />38 5 inches to WS in Culvert, 31.5 inches upstream of Culvert
<br />38 0 inches to WS in Culvert, 31 5 inches upstream of Culvert
<br />40 0 inches to WS in Culvert, 31 5 Inches upstream of Culvert
<br />40 5 inches to WS in Culvert, 31 5 Inches upstream of Culvert
<br />41.5 inches to WS in Culvert, 31 5 inches upstream of Culvert
<br />Piezometer Identification and Dep h (ft)
<br />JT
<br />MW -1
<br />Top of Plezometer =
<br />2' -6" above ground
<br />JT
<br />MW -2
<br />Top of Plezometer =
<br />2'-6" above ground
<br />JT
<br />MW -3
<br />Top of Plezometer =
<br />2'-6° above ground
<br />JT
<br />MW-4
<br />Top of Plezometer =
<br />2'-6 1/2" above
<br />ground
<br />JT
<br />MW -5
<br />Top of Rezometer =
<br />2' -8 1/2" above
<br />ground
<br />JT
<br />MW-6
<br />Top of Plezometer =
<br />2' -10° above ground
<br />JT
<br />MW -7
<br />Top of Plezometer =
<br />2' -10° above ground
<br />JT
<br />MW-8
<br />Top of Pezometer =
<br />3' -2° above ground
<br />JT
<br />MW-9
<br />Top of Rezometer =
<br />2'-6" above ground
<br />Wetland
<br />Culvert at CR 51
<br />Measurement from top
<br />of culvert to WS Inside
<br />of culvert
<br />Date
<br />Aug -08
<br />7 4
<br />9 2
<br />5 1
<br />4 6
<br />5 0
<br />Sep-08
<br />75
<br />97
<br />63
<br />58
<br />5.5
<br />Oct -08
<br />8 0
<br />10 3
<br />7 1
<br />6 2
<br />5.8
<br />Nov -08
<br />83
<br />112
<br />76
<br />67
<br />62
<br />Dec -08
<br />89
<br />120
<br />83
<br />73
<br />6.7
<br />Jan-09
<br />92
<br />123
<br />83
<br />73
<br />6.8
<br />25
<br />Feb -09
<br />94
<br />125
<br />85
<br />75
<br />70
<br />26
<br />Mar -09
<br />95
<br />126
<br />87
<br />76
<br />70
<br />27
<br />10- Apr -09
<br />96
<br />128
<br />88
<br />77
<br />71
<br />28
<br />17- Apr -09
<br />9.5
<br />12 5
<br />8.6
<br />7 4
<br />6.9
<br />2 8
<br />24- Apr -09
<br />9.3
<br />12 2
<br />8 1
<br />6 8
<br />6 6
<br />2 7
<br />01- May -09
<br />9 2
<br />12 1
<br />7 6
<br />6 5
<br />6 4
<br />2 7
<br />08- May -09
<br />9.2
<br />11 9
<br />7.4
<br />6 5
<br />6 4
<br />2 7
<br />17- May -09
<br />9 1
<br />11 7
<br />7 3
<br />6 5
<br />6 3
<br />2 7
<br />27- May -09
<br />9.0
<br />11.5
<br />69
<br />59
<br />63
<br />27
<br />03 -Jun -09
<br />8 9
<br />11 3
<br />6 5
<br />5 5
<br />6 1
<br />2 8
<br />13 -Jun -09
<br />8 7
<br />10 9
<br />6 1
<br />5 1
<br />5 9
<br />2 8
<br />20- Jun -09
<br />8 7
<br />11 0
<br />6 3
<br />5 3
<br />5 8
<br />2 8
<br />28 -Jun-09
<br />8 7
<br />11 1
<br />6 5
<br />5 4
<br />5 9
<br />2 8
<br />05- JuI-09
<br />86
<br />111
<br />66
<br />56
<br />59
<br />27
<br />12-Jul-09
<br />87
<br />113
<br />65
<br />56
<br />60
<br />28
<br />19 -JuI-09
<br />87
<br />115
<br />70
<br />62
<br />61
<br />27
<br />26 -Jut-09
<br />83
<br />108
<br />65
<br />60
<br />58
<br />2.6
<br />02 -Aug -09
<br />8 0
<br />10 4
<br />6 3
<br />5 8
<br />5 7
<br />2 7
<br />09 -Auq -09
<br />7 8
<br />10 0
<br />5 8
<br />5 3
<br />5 5
<br />2 4
<br />23 -Aug -09
<br />7 5
<br />9 9
<br />6 0
<br />5 8
<br />5 5
<br />2 6
<br />30 -Aug -09
<br />7 5
<br />9 8
<br />6 0
<br />5 8
<br />5 5
<br />2 4
<br />06 -Sep-09
<br />7 4
<br />9 6
<br />6 0
<br />5 8
<br />5 3
<br />2 3
<br />13- Sep-09
<br />73
<br />95
<br />60
<br />58
<br />52
<br />2.2
<br />20 -Sep-09
<br />74
<br />97
<br />62
<br />5.8
<br />52
<br />2.2
<br />27- Sep-09
<br />75
<br />98
<br />63
<br />59
<br />53
<br />22
<br />04 -Oct -09
<br />7 6
<br />10 1
<br />6 5
<br />5 9
<br />5 3
<br />2 2
<br />11 -Oct -09
<br />7.6
<br />102
<br />66
<br />60
<br />54
<br />22
<br />18 -Oct -09
<br />7 8
<br />10 4
<br />6.7
<br />6 0
<br />5 5
<br />2 3
<br />25 -Oct -09
<br />7 9
<br />10 5
<br />6 7
<br />6.1
<br />5 6
<br />2 5
<br />01 -Nov -09
<br />8 0
<br />10 6
<br />6 8
<br />6 3
<br />5 7
<br />3 1
<br />08 -Nov -09
<br />8 2
<br />10 9
<br />7 0
<br />6 4
<br />6 0
<br />3 2
<br />15 -Nov -09
<br />8 3
<br />11 0
<br />7 2
<br />6 4
<br />6 1
<br />3 1
<br />22 -Nov -09
<br />8 4
<br />11 1
<br />7 3
<br />6 5
<br />6 1
<br />3 2
<br />29- Nov -09
<br />8.5
<br />11.3
<br />7 4
<br />6 6
<br />6 2
<br />3 2
<br />06- Dec -09
<br />86
<br />114
<br />76
<br />67
<br />63
<br />32
<br />13- Dec -09
<br />8 7
<br />11 5
<br />7 7
<br />6 8
<br />6 4
<br />3 2
<br />20 -Dec -09
<br />88
<br />117
<br />78
<br />69
<br />6.5
<br />32
<br />27 -Dec -09
<br />88
<br />118
<br />79
<br />70
<br />6.6
<br />32
<br />03- Jan -10
<br />8 9
<br />11 9
<br />8 0
<br />7 1
<br />6 7
<br />3 2
<br />10- Jan -10
<br />9 0
<br />12 0
<br />8 1
<br />7 2
<br />6 7
<br />3 2
<br />17- Jan -10
<br />9.0
<br />120
<br />82
<br />73
<br />68
<br />33
<br />24- Jan -10
<br />9.0
<br />12 1
<br />8 3
<br />7 4
<br />6.8
<br />3 3
<br />31- Jan -10
<br />91
<br />12.2
<br />84
<br />74
<br />69
<br />33
<br />07- Feb -10
<br />9 2
<br />12 3
<br />8 5
<br />7 5
<br />6.9
<br />3 3
<br />14- Feb-10
<br />9 3
<br />12 4
<br />8.5
<br />7 6
<br />7.0
<br />3 3
<br />21- Feb-10
<br />93
<br />124
<br />85
<br />76
<br />70
<br />33
<br />28- Feb-10
<br />9 3
<br />12 4
<br />8.5
<br />7 5
<br />7 0
<br />3 3
<br />07- Mar -10
<br />93
<br />124
<br />8.4
<br />74
<br />69
<br />33
<br />14- Mar -10
<br />93
<br />125
<br />84
<br />74
<br />7.0
<br />64
<br />91
<br />94
<br />80
<br />33
<br />21- Mar -10
<br />93
<br />12.4
<br />8.4
<br />73
<br />69
<br />64
<br />90
<br />9.3
<br />7.9
<br />33
<br />28- Mar -10
<br />93
<br />12.3
<br />82
<br />71
<br />69
<br />64
<br />8.9
<br />91
<br />77
<br />32
<br />04- Apr -10
<br />94
<br />124
<br />82
<br />72
<br />69
<br />64
<br />8.9
<br />91
<br />77
<br />33
<br />11- Apr -10
<br />9.4
<br />12 5
<br />8 3
<br />7.3
<br />7 0
<br />6 5
<br />9 0
<br />9 3
<br />7 9
<br />3 3
<br />18- Apr -10
<br />94
<br />124
<br />84
<br />74
<br />69
<br />63
<br />9.0
<br />94
<br />80
<br />33
<br />26- Apr -10
<br />92
<br />118
<br />75
<br />63
<br />65
<br />63
<br />81
<br />84
<br />69
<br />34
<br />03- May -10
<br />92
<br />117
<br />7.2
<br />62
<br />65
<br />6.3
<br />79
<br />79
<br />66
<br />34
<br />11- May -10
<br />93
<br />119
<br />75
<br />65
<br />66
<br />64
<br />81
<br />82
<br />69
<br />35
<br />18- May -10
<br />91
<br />116
<br />70
<br />59
<br />63
<br />62
<br />77
<br />78
<br />64
<br />35
<br />24- May -10
<br />9 1
<br />11 6
<br />6 9
<br />5.8
<br />6 3
<br />6 2
<br />7 5
<br />7.5
<br />6 2
<br />3 5
<br />31- May -10
<br />91
<br />11.6
<br />7.0
<br />59
<br />63
<br />61
<br />76
<br />77
<br />64
<br />3.4
<br />08- Jun-10
<br />9 1
<br />11 7
<br />7.1
<br />5 9
<br />6 3
<br />6 0
<br />7 8
<br />7 8
<br />6 4
<br />3.1
<br />15- Jun-10
<br />87
<br />109
<br />58
<br />45
<br />56
<br />58
<br />65
<br />64
<br />5.0
<br />28
<br />23- Jun-10
<br />8 8
<br />11.2
<br />6 4
<br />5 5
<br />5.9
<br />5 9
<br />7 1
<br />7 1
<br />5.9
<br />2 8
<br />05- Jut-10
<br />88
<br />11.4
<br />65
<br />57
<br />6.0
<br />57
<br />69
<br />7.0
<br />60
<br />28
<br />26 -Jul-10
<br />84
<br />111
<br />69
<br />62
<br />62
<br />55
<br />75
<br />77
<br />66
<br />32
<br />11- Aug -10
<br />81
<br />104
<br />62
<br />56
<br />58
<br />53
<br />68
<br />70
<br />59
<br />33
<br />22- Aug -10
<br />78
<br />103
<br />64
<br />59
<br />58
<br />51
<br />70
<br />73
<br />62
<br />32
<br />31- Aug -10
<br />7 6
<br />10 2
<br />6 5
<br />6 1
<br />5 8
<br />4 9
<br />7.3
<br />7.5
<br />6 5
<br />3 2
<br />13- Sep-10
<br />76
<br />102
<br />67
<br />62
<br />58
<br />50
<br />7.4
<br />78
<br />66
<br />33
<br />22- Sep-10
<br />78
<br />104
<br />69
<br />63
<br />59
<br />51
<br />7.6
<br />79
<br />68
<br />34
<br />05- Oct -10
<br />80
<br />107
<br />71
<br />64
<br />60
<br />53
<br />7.8
<br />80
<br />6.9
<br />3.5
<br />JET Consulting, Inc.
<br />Piezometer Data Summary
<br />© 2008. 2009, 2010. 2011. 2012 AT C.m.lfl.i. Inc
<br />Joumey Ventures Pit
<br />Journey Ventures, LLC
<br />12/4/2012
<br />wy
<br />07113 Kersey Gravel Rezomeler Data Summary
<br />1 oft
<br />Permit #: fri Confidental ?: JV
<br />Class: Hy02,,t, rz.,K Type -Seq.: -
<br />From:A +T Lou4OG t/i To: 01413
<br />Doc. Name: fItzeH .-TF�, 04-7-74 50} 1MAA
<br />Doc. Date (if no date stamp): )0 /'iJt
<br />Specialist: "Q41
<br />37 inches to WS In Culvert
<br />37 Inches to WS In Culvert
<br />37.5 Inches to WS In Culvert
<br />38 Inches to WS In Culvert
<br />38 5 inches to WS In Culvert
<br />35 5 inches to WS In Culvert - Debris removed by higher flow from heavy ram earlier in week
<br />35.5 Inches to WS In Culvert - Debris removed by higher flow from heavy ram dunng week of June 7th
<br />34.5 Inches to WS in Culvert - Debris removed by higher flow from heavy ram dunng week of June 7th
<br />34 5 Inches to WS In Culvert - Debris removed by higher flow from heavy rain dung week of June 7th
<br />34 5 inches to WS In Culvert - Debris removed by higher flow from heavy ram dunng week of June 7th
<br />32 inches to WS In Culvert - Water backing up Into culvert from flows In South Branch of Plumb Ditch
<br />31 inches to WS in Culvert - Water backing up Into culvert from flows in South Branch of Plumb Ditch
<br />33.5 inches to WS in Culvert - Water backing up into culvert from flows in South Branch of Plumb Ditch
<br />29 inches to WS in Culvert - Water backing up into culvert from flows In South Branch of Plumb Ditch
<br />31 inches to WS In Culvert - Water backing up Into culvert from flows in South Branch of Plumb Ditch
<br />29 inches to WS in Culvert - Water backing up into culvert from flows in South Branch of Plumb Dlch
<br />27 inches to WS in Culvert - Water backing up Into culvert from flows in South Branch of Plumb Ditch
<br />26 inches to WS in Culvert - Water backing up Into culvert from flows in South Branch of Plumb Ditch
<br />26 inches to WS In Culvert - Water backing up into culvert from flows in South Branch of Plumb Ditch
<br />26.25 inches to WS in Culvert - Water backing up into culvert from flows in South Branch of Plumb Ditch
<br />26.5 inches to WS in Culvert - Water backing up into culvert from flows in South Branch of Plumb Ditch
<br />26 5 Inches to WS in Culvert - Water backing up into culvert from flows in South Branch of Plumb Ditch
<br />28 Inches to WS in Culvert - Water backing up Into culvert from flows in South Branch of Plumb Ditch
<br />30 Inches to WS in Culvert - Water backing up into culvert from flows in South Branch of Plumb Ditch
<br />37 inches to WS in Culvert, 32 inches upstream of Culvert
<br />38 inches to WS in Culvert, 32 inches upstream of Culvert
<br />37 5 Inches to WS in Culvert, 31 5 inches upstream of Culvert
<br />38 inches to WS in Culvert, 32 inches upstream of Culvert
<br />38 Inches to WS In Culvert, 32 inches upstream of Culvert
<br />38.5 Inches to WS in Culvert, 32 5 inches upstream of Culvert
<br />38.5 Inches to WS in Culvert, 32 5 inches upstream of Culvert
<br />38 5 inches to WS In Culvert, 32 5 inches upstream of Culvert
<br />38 5 inches to WS in Culvert, 32 5 inches upstream of Culvert
<br />38 5 inches to WS in Culvert, 33 inches upstream of Culvert
<br />38 5 inches to WS in Culvert, 32 5 inches upstream of Culvert
<br />39 inches to WS in Culvert, 33 inches upstream of Culvert
<br />39 inches to WS in Culvert, 33 inches upstream of Culvert
<br />39 inches to WS in Culvert, 33 5 Inches upstream of Culvert
<br />39 inches to WS in Culvert, 33 5 inches upstream of Culvert
<br />39 inches to WS in Culvert, 33 5 inches upstream of Culvert
<br />39 75 inches to WS in Culvert, 34 0 inches upstream of Culvert
<br />39 5 inches to WS in Culvert, 34 0 Inches upstream of Culvert
<br />39 0 inches to WS in Culvert, 34 0 inches upstream of Culvert
<br />39 0 inches to WS in Culvert, 34 0 inches upstream of Culvert
<br />39 0 inches to WS in Culvert, 34 0 inches upstream of Culvert
<br />38 5 inches to WS in Culvert, 34 0 inches upstream of Culvert
<br />39 5 inches to WS in Culvert, 34 5 inches upstream of Culvert
<br />39 0 inches to WS in Culvert, 34 25 inches upstream of Culvert
<br />39 0 inches to WS in Culvert, 34 25 inches upstream of Culvert
<br />41 inches to WS in Culvert, 33.5 inches upstream of Culvert - Ditch Company Cleaned Downstream end of Culvert
<br />41 inches to WS in Culvert, 34 inches upstream of Culvert
<br />41 5 inches to WS in Culvert, 34 inches upstream of Culvert
<br />41.5 inches to WS in Culvert, 33.5 inches upstream of Culvert
<br />41 5 inches to WS in Culvert, 33 5 inches upstream of Culvert
<br />41 0 inches to WS in Culvert, 33 5 inches upstream of Culvert
<br />37 5 inches to WS in Culvert, 33.5 inches upstream of Culvert - Ditch Company running more water into channel downstream
<br />34 0 inches to WS in Culvert, 33.5 inches upstream of Culvert - Ditch Company running more water into channel downstream and South
<br />Platte River Flooding so groundwater elevations increased a lot from last week
<br />34 0 inches to WS in Culvert, 33 5 inches upstream of Culvert - Ditch Company running more water into channel downstream
<br />33 0 inches to WS in Culvert, 33.0 Inches upstream of Culvert - Ditch Company running more water Into channel downstream
<br />38 5 inches to WS in Culvert, 33 0 inches upstream of Culvert
<br />39 5 inches to WS in Culvert, 32 0 inches upstream of Culvert
<br />38 5 inches to WS in Culvert, 31.5 inches upstream of Culvert
<br />38 0 inches to WS in Culvert, 31 5 inches upstream of Culvert
<br />40 0 inches to WS in Culvert, 31 5 Inches upstream of Culvert
<br />40 5 inches to WS in Culvert, 31 5 Inches upstream of Culvert
<br />41.5 inches to WS in Culvert, 31 5 inches upstream of Culvert
<br />
|