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Lupton Lakes Sand and Gravel Mine - Ft. Lupton, Colorado <br />Water Quality Monitoring Summary <br />Sample Date:October 2008 <br /> <br /> <br />mtlnilo ring as r Wed b the Division of Mnerala and Oeo Permit UM-2004.078 <br />uallity, <br />Groundwater <br />atwoft <br /> Wells <br /> Test Slt9VAdO <br /> limits by <br />PHEt•Z Reporting <br />Li <br />its Baseline <br />Levels <br />CRMW-01 <br />CRMW-0 <br />CRMW-0 <br />CRMW-0 <br />CRMW-09 <br />CRMW-1 <br />CRMW-40 <br />CRMWdt <br />CRMW42 <br /> parameters Units CO m 0019 <br />0 0.0014 <br /> Arsenic - Dissolved mg1l. 0.01 0.0020 0.03 0.0036 0.0035 . <br /> Fecal Colifonn mpn f <br />100 ml ABSENT 2 1 < 2 9 _ - 2 - "' 2 - <br /> id mg/L 4 0.09 1.4 1.39 1.19 1.07 1.25 1.29 1.33 1.09 1.48 1.19 <br />ni Fluor <br />e <br />M m91L 0.002 0.0002 0.0002 <0.0002 <0.0002 - __ <0.0002 - - <0.0002 - <br />81 <br />3 ercury m <br />1L 10 0.04 29.9 12.6 5.84 10.9 14.5 0.6 5.49 18.38 15.11 6. <br />1 Nitrate-N g 79 <br />86 96 <br />08 26 <br />109 177.86 110.63 88.71 147.62 99.47 <br /> Chl <br />ide mg1L 250 0.01 158 119.45 . . . <br /> or 0 <br />3 005 <br />0 63 <br />0 0.154 0.171 0.104 0.112 0.156 0.145 0.133 0.163 0.109 <br /> Iron - Dissolved mg/L . . <br />01 <br />0 . <br />237 181 <br />00 135.83 166.47 178.66 242.86 198.86 159.01 223.78 168.70 <br /> Sulfate mg/L 250 <br />' . <br />5 <br />0 1075 . <br />910 670 570 700 1100 547 580 1120 550 <br /> Total Dissolved Solids mPJL Baseline <br />1.25 . 15 <br />2 15 <br />4 17 <br />2 7 <br />14 14.5 12.1 15.3 13.0 15.7 <br /> Temperature C - - - <br />-- . <br />1093 . <br />806 . <br />999 . <br />1120 1636 818 787 1351 984 <br /> Conductivity NS --- - 47 <br />7 99 <br />6 7.28 7.32 7.39 7.45 7.19 7.25 7.19 <br />?g pH units 8.5 - <br />1 <br />0 - <br />384 . <br />227.5 . <br />192 252.2 249 47&4 268.5 202.4 307.8 344 <br /> Bicarbonate mg/L - . <br />40 <br />0 139 89.4 75.2 83 89.8 127.9 90.9 78.9 114.7 90.4 <br /> Calcium - Dissolved mg1L . 1 <br /><0 1 <br /><0 <0 <br />1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <br />p Carbonate mg/L -" <br />0.1 <br /><0.1 <br />44 <br />. <br />19 <br />4 <br />. <br />16 <br />. <br />17.7 <br />20.8 <br />29 <br />19.9 <br />16.5 <br />26.8 <br />17.1 <br /> Magnesium - Dissolved mg/L - 0.1 . <br />131 <br />3 79 <br />1 97.4 125.8 166.1 128.1 103.2 156.5 109.3 <br /> Sodium - Dissolved mg/L <br />mgll. as - <br />- 0.1 <br />1 <br />0 150 <br />-- . <br />186.5 . <br />157.4 206.7 204.1 390.5 220.1 159.01 252.3 282 <br /> Total Alkalinity CoC03 . <br />0 <br />5 <br />8015 <br />8740 <br />10100 <br />26570 <br />2410 <br />2530 <br />4840 <br />9000 <br />1680 <br />13370 <br /> Total Suspended Solids mg/L - . 4 <br />0 - - 0.96 - <br /> Total Phosphate mg/L ---- 0.01 <br />0 <br />0 3.70 3.88 <br />00 <br />3390 5.00 <br />4810.00 - <br />9800 - <br />1207.50 . <br />1105.00 2155.00 4617.50 997.5 5550 <br /> Turbidity NTU . . <br /> Total Extractable Hydrocarbons mg/L 0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <br /><2 <br />00 <br /> 2,4-D yglL --- 2.00 - 02.00 <br /><5 <br />00 02.00 <br /><5 <br />00 02.00 <br /><5.00 _ . <br />05.00 <br /> 2,4-DB <br />b YgL <br />V91l - 5.00 <br />2.00 - . <br />02.00 . <br />02.00 02.00 02.00 - <br /> a <br />Dbam <br />Dk hbrprop 119/1- 0.52 to 5 2.00 <2.00 <2.00 <2.00 02.00 <br /><250 <br /> MCPA PA - 250 - 0250 <br /><250 <250 <br /><2 0 <250 <br /><250 -- <250 <br />u ? MCP- <br />4 <br />5.7 <br />2 PA <br />N9fL - 250 <br />2.00 - <br />- 02.00 <2.00 <2.00 <2.00 <br />02 <br />00 - <br /> , <br />, <br />5-TP Silvex <br />2 <br />4 lig/L 2.00 <2.00 <2.00 <2.00 _ . <br />00 <br /><5 <br /> , <br />, <br />Methylt-butyl ether yglL - 5.00 - 05.00 05.00 - 05.00 <br />00 <br /><5 - . <br /><5.00 <br /> ene <br />?? It92 5 5.00 <5.00 <br />0 <br />5 <br />00 <5.00 <br />05 <br />00 . <br />05.00 <5.00 <br /> Toluene PA 1.000 <br /> <br />700 5.00 <br /> <br />00 <br />5 <br /> <br />- . <br /><5.00 . <br /><5.00 <5.00 05.00 <br />- <br />rf, EMylber?ne <br /> <br />p-Xylene <br />m PA <br /> <br />V9n <br /> <br />1,400 to 10.000 . <br /> <br />5.00 <br /> <br />05.00 <br /> <br /><5.00 <br /> <br />05.00 <br /><5.00 <br />00 <br /><5 <br /> <br />, <br />o-Xybne <br /> <br />VgIL <br /> <br />1,400 to 10,000 <br /> <br />5.00 - 05.00 <br />05.00 <5.00 <br />. <br /><15 <br />0 <br /> X re (Total) pWL 1,400 to 10,000 15.0 - <16.0 <15.0 <15.0 . <br />0500 <br /><0 <br /> L - 0.0500 <0.050 <0.0500 - <0.05W . <br /> A <br />a-BHC IIWL - 0.0500 <br />- <0.0500 <0.0500 - <0.0500 <0.0500 <br /> <br /><0 <br />0600 <br /> b•BHC V9n --- 0.0500 --- 00.0500 00.0500 - 00.0500 - . <br />0500 <br /><0 <br />F HC PA --- 0.0 <0.0500 <0.0500 - <0.0500 . <br /><0 <br />0500 <br /> 9-SHC <br />-B ? 0.0500 00.0500 00.0500 -- <0.0500 <br />- - . <br /><0 <br />500 <br /> Chbrdarte (Technical) yglL -- 0.500 - 00.500 <br />0500 <br /><0 <0.500 <br />0500 <br /><0 - <0.500 <br />00.0500 - . <br /><0.0500 <br /> a-Chlordane <br />d P91L <br />PWL 0.10 to 2 <br />10 to 2 <br />0 0.0500 <br />0.0500 Y . <br /><0.0500 . <br /><0.0500 - <0.0500 - - <0.0500 <br /> <br />g ane <br />g-Chlor <br />4 <br />41-DOD <br />4 <br />L . <br />0.15 <br />0.100 <br />- 00.100 <0.100 - <0.100 <0.100 <br /><0 <br />100 <br />- <br /> <br />, <br />4'-DDT <br />4, <br />PWL <br />gI <br />0.1 <br />0.100 <br /><0.100 <br />00.100 <br />- <br />00.100 <br />00 <br />100 <br />- <br />_ <br />. <br /><0.100 <br /> 4 T p <br />glL 0.1 0.100 00.100 <br />00 <br />100 00.100 <br />00 <br />100 - . <br />00.100 - <0.100 <br /> <br />.gs W. <br />DI.bidrirt <br />VBfL <br />0.002 <br />42 <br />0.100 <br />0500 <br />0 <br />-- <br />-- <br />. <br /><0.05W <br />. <br /><0.0500 <br /> <br />--- <br /> <br /><0.0500 <br /> <br />-- <br />00.0500 <br /> Endosulran I <br />II <br />f NgIL <br />fl <br />42 . <br />0.100 <br /> <br />- <br />00.100 <br /><0.100 <br /> <br />- <br /> <br /><0.100 00.100 <br /> Erxbsui <br />an <br />if <br />lfate V9 <br />L <br />42 <br />0.100 <br />-- <br />00.100 <br /><0.100 <br /><0.100 00.100 <br /> En <br />dosu <br />an su <br /> <br />2 <br /> <br />100 <br />0 <br /> <br />00.100 <br /> <br />00.100 <br /> <br />00.100 <br /> <br />- <br /><0.100 <br />- <br />p Endrin <br />Endrin aldehyde VIO <br />dg1L 2.1 . <br />0.100 - <0.100 00.100 - <0.100 <0 <br />100 - <br /> Endrin ketone ball - 0.100 - <0.100 <br /><0 <br />0500 <0.100 <br />0500 <br /><0 <br />- <0.100 <br /><0.05W - . <br />000.500 <br /> Heptachlor VgfL 0.008 to 0.4 <br />2 0.0500 <br />0500 <br />0 ---- <br />- . <br />0500 <br /><0 . <br /><0.0500 - <0.0500 <0.0500 <br /> Heptachlor epoxide Vgn- 0.004 to 0. . . <br />500 <br /><0 <0 <br />500 <0.500 - <0.500 - <br /> Methoxychlor 1WL 35 to 40 0.500 - . <br /><2 <br />00 . <br /><2 <br />00 <br />1 - <br />1 <2.00 <br />- <br />1 - <br />1 - 2.00 <br />1 <br /> Tox 0.032 to 3 2.00 - . . <br />Secondary Drinking Water Standards - Suggested Limits by CDPHE. The secondary maximum contaminant levels are Intended as guidelines. <br />I Colorado Department of Public Health and Environment (CDPHE) maximum contaminant level (MCL) for drinking water. <br />2 Colorado Department of Public Health and Environment (CDPHE) standards for groundwater. <br />'Laboratory results shown in RED HIGHLIGHT exceed MCL or suggested sitewide limits but not individual well limits. <br />Prepared by Civil Resources. LLC <br />Page 1 of 1