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August 2013 <br />APPENDIX C <br />PACKER TEST RESULTS <br />103- 81640A <br />SITE NAME <br />Boettcher Limestone Quarry <br />PROJECT NUMBER <br />10381640A <br />C. Krambis <br />BOREHOLE ID <br />MW -7 <br />OF TEST <br />TEST NUMBER <br />1 <br />55' to 61' <br />ENGINEER/GEOLOGIST <br />IC. Krambis <br />Checked: R. Tolene <br />DATE /TIME <br />OF TEST <br />12/2/2012 <br />STEP <br />ELAPSED <br />TIME <br />Y.) <br />CONSTANT <br />FLOW <br />RATE (Q) <br />GAUGE PRESSURE <br />AT SURFACE (P ) <br />9 <br />FRICTION <br />LOSSES (hf) <br />NET <br />INJECTION <br />PRESSURE <br />(Pi) <br />HYDRAULIC <br />CONDUCTIVITY <br />(K) <br />TIME <br />(HH:MM:SS) <br />(GPM) <br />(PSI) <br />(FT) <br />(FT) <br />(FT) <br />(FT /SEC) <br />(CM /SEC) <br />0 <br />0:00:00 <br />PRESSURE <br />(K) <br />(te) <br />RATE (Q) <br />0.0E +00 <br />0.0E +00 <br />1 <br />0:04:00 <br />0 <br />25 <br />57.75 <br />0 <br />110 <br />0.0E +00 <br />0.0E +00 <br />2 <br />0:04:00 <br />0 <br />40 <br />92.4 <br />0 <br />145 <br />0.0E +00 <br />0.0E +00 <br />3 <br />1 0:04:00 <br />0.04 <br />50 <br />115.5 <br />1 0 <br />168 <br />5.1 E -08 <br />1.5E -06 <br />4 <br />1 0:04:00 <br />0.09 <br />62 <br />143.22 1 <br />0 <br />196 <br />1.0E -07 <br />3.1 E -06 <br />TEST NUMBER <br />2 <br />262' to 271' <br />ENGINEER/GEOLOGIST <br />C. Krambis <br />Checked: R. Tolene <br />DATEITIME <br />OF TEST <br />12/6/2012 <br />ELAPSED <br />CONSTANT <br />NET <br />HYDRAULIC <br />GAUGE PRESSURE <br />FRICTION <br />INJECTION <br />STEP <br />TIME <br />FLOW <br />AT SURFACE (Pg) <br />LOSSES (hf) <br />PRESSURE <br />CONDUCTIVITY <br />STEP <br />Y.) <br />RATE (Q) <br />AT SURFACE (P ) <br />9 <br />LOSSES (hf) <br />PRESSURE <br />(K) <br />(te) <br />RATE (Q) <br />(Pi) <br />(K) <br />(HH:MM:SS) <br />(GPM) <br />(PSI) <br />(FT) <br />(FT) <br />(FT) <br />(FT /MIN) <br />(CM /SEC) <br />0 <br />0:00:00 <br />(FT) <br />(FT) <br />(FT) <br />(FT /MIN) <br />(CM /SEC) <br />0.0E +00 <br />0.0E +00 <br />1 <br />0:13:00 <br />0.04 <br />90 <br />207.9 <br />0 <br />237 <br />3.0E -08 <br />9.0E -07 <br />2 <br />0:06:00 <br />0.23 <br />110 <br />254.1 <br />0 <br />283 <br />1.4E -07 <br />4.3E -06 <br />IL 3 <br />0:05:00 <br />1 0.23 <br />1 130 <br />300.3 <br />0 <br />1 330 <br />1 1.2E-07 <br />3.7E -06 <br />TEST NUMBER <br />3 <br />251' to 271' <br />ENGINEER/GEOLOGIST <br />C. Krambis <br />Checked: R. Tolene <br />DATE /TIME <br />OF TEST <br />12/6/2012 <br />ELAPSED <br />CONSTANT <br />NET <br />HYDRAULIC <br />GAUGE PRESSURE <br />FRICTION <br />INJECTION <br />TIME <br />FLOW <br />CONDUCTIVITY <br />STEP <br />AT SURFACE (P ) <br />9 <br />LOSSES (hf) <br />PRESSURE <br />(te) <br />RATE (Q) <br />(K) <br />(Pi) <br />(HH:MM:SS) <br />(GPM) <br />(PSI) <br />(FT) <br />(FT) <br />(FT) <br />(FT /MIN) <br />(CM /SEC) <br />0 <br />0:00:00 <br />0.0E +00 <br />0.0E +00 <br />1 <br />0:05:00 <br />0.21 <br />80 <br />184.8 <br />0 <br />214 <br />9.3E -08 <br />2.8E -06 <br />2 <br />0:05:00 <br />0.27 <br />100 <br />231 <br />0 <br />260 <br />9.8E -08 <br />3.0E -06 <br />IL 3 <br />0:07:00 <br />1 0.31 <br />1 120 <br />277.2 <br />1 0 <br />1 306 <br />9.5E -08 <br />2.9E -06 <br />I \10 \81640A\ 0400\ GWCharWelllnstallFieldRep _09Aug13WppendicesWppendixC_rmt xlsxSheetl <br />Golder <br />Associates <br />