2012-08-13_PERMIT FILE - M1980244

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Wes and Depth Material Hydraulic Conductivity(cm/s) 100% CAM-01A-200 Tertiary 1.0E-05 Soil CAM-01A-200 Tertiary 1.0E-05 80% CAM-01B-70 Tertiary 3.0E-07 Silty Clayey Sand CAM-01C-500 Tertiary 2.3E-06 . COB-01A-200 Precambrian 1.5E-06Y 60% COB-01B-60 Precambrian 54E-0s 1 Ii Mean(n=4)=9.5E-6 cm/sec ESPMW-01-221 Precambrian 1.0E-04 1 GRMW-01A-153 Precambrian 2.9E-06 ! 40% GRMW-02A-149 Precambrian 3.0E-05 i GRMW-03A-200 Precambrian 1.5E-06 20% -- --- GVMW-01 B-50 Colluvium 1.9E-04 GVMW-02B-30 Colluvium 5.0E-04 GVMW-03A-500 Precambrian 6.5E-06 0% I GVMW-03B-50 Colluvium 2.8E-05 • GVMW-04A-480 Precambrian 5.5E-05 1.1-08 1.1-07 1.1-06 1.1-05 1.1-04 1.1-03 1.E-02 1.E-01 1.E+00 GVMW-05A-250 Precambrian 1.5E-05 Hydraulic Conductivity(cm/sec) GVMW-06A-200 Precambrian 1.0E-06 GVMW-07A-200 Precambrian 4.0E-05 1 100% GVMW-07B-50 Tertiary 2.3E-05 GVMW-08A-250 Tertiary 1.0E-03 I Colluvium GVMW-08B-50 Tertiary 5.5E-05 80% 1 GVMW-09A-200 Precambrian 2.5E-08 I j Clayey,silty to sandy gravel GVMW-10-270 Tertiary 5.8E-03 GVMW-12A-300 Precambrian 1.2E-05 : 60% edc4" GVMW-125-50 Colluvium 7.0E-06 5 Geometric Mean(n=22)=5.6E-5 cm/sect GVMW-13B-550 Precambrian 1.0E-04 ti 40% GVMW-13C-50 Colluvium 6.0E-06 GVMW-14B-100 Precambrian 8.0E-06 GVMW-14C-625 Precambrian 17E-04 20% GVMW-15A-820 Precambrian 3.4E-05 GVMW-15B-102 Precambrian 2.8E-04 • GVMW-15C-1000 Precambrian 2.7E-58 0% , ♦-": GVMW-16B-102 Precambrian 2.5E-07 GVMW-17B-125 Tertiary 5.0E-05 1.1-08 1.1-07 1.1-06 1.1-05 1.1-04 1.E-03 1.E-02 1.1-01 1.1+00 GVMW-17B-105 Precambrian 3.6E-05 1 Hydraulic Conductivity(cm/sec) GVMW-21A-190_ Precambrian _ 7.0E-08 GVMW-22A-90 Precambrian I 3.4E-06 100% GVMW-22B-30 Colluvium 5.6E-05 i- Tertiary GVMW-23A-70 Precambrian 8.6E-05 GVMW-23B-30 Precambrian 3.5E-05 80% GVMW-24A-250 Tertiary 4.0E-0a Volcanic phonolite and welded breccia GVMW-24B-100 Tertiary 3.5E-04 GVPZ-01-34 Sot 1.3E-05 . 60% GVPZ-02-29 Soil 2 1E-05 Geometric Mean(n=19)=1.6E-5 cm/sec GVPZ-03-19 Soil 5.0E-06 1 to re 40% GVPZ-04-40 Soil 6.2E-06 OSABH-01-49 Colluvium 1.0E-05 OSABH-02-44 Colluvium 1.0E-05 20% i OSABH-04-39 Colluvium 4.0E-05 , �� OSABH-05-30 Colluvium 6.6E-03 i OSABH-06-33 Colluvium 5.0E-07 0% OSABH-07-29 Colluvium 3.5E-05 OSABH-O8-29 Colluvium 9.0E-05 1.1-08 1.E-07 1.1-06 1.E-OS Hydraulic Con1.E-ductiv04 ity(cm/self-03 1.E-02 1.E-01 1.E+00 OSABH-12-39 Colluvium 60E-05 .E OSABH-13-30 Colluvium _ 2.4E-03 OSABM-8-3S coluuvium 1.5E-04 .5E os 1�% Granite,ecambdr9ans OSABH-14-29 Colluvium 2.5E-05 OSABH-15-23 Colluvium _ 2.0E-02 I OSABH-16-0o Colluvium 3.0E-05 OSABH-19-30 Colluvium 3.8E-05 PGMW-02-218 Precambrian 6.5E-05 m 60% t SGMW-03A-150 Precambrian 1.1E-06 ! c Geometric Mean In=29)=9.7E-6 cm/sec SGMW-03B-52 Tertiary 4.5E-05 z .40Y - Tertiary 2.0E-05 1 VIN-02A-270 Tertiary 2.0E-07 VIN-02B-140 Tertiary 4.7E-06 20% WCMW-02-65 Colluvium 1.8E-05 WCMW-03-134 Precambrian 5.9E-05 i WCMW-06-234 Precambrian 6.0E-05 0% - WLMW-01 -185 Tertiary 1.0E-05 WLMW-01B-50 Tertiary 1.1E-05 1.1-08 1.1-07 1.E-06 1.1-05 1.1-04 1.E-03 1.1-02 1.E-01 1.1+00 WLMW-01C-500 Tertiary 2.5E-05 Hydraulic Conductivity(cm/sec) WLMW-01D-750 Tertiary 8.0E-05 A. Notes: Scale: No scale Cresson Project MLE2 Adequacy Review Responses 1.Permeability testing performed in vertical wells using slug injection or withdrawal methods. Drawn: Adrian Brown PLATE 4 Adrian Brown 2.Analysis of tests performed using Hvorslev and Theim analytical methods. Date: 26-Feb-2012 HYDRAULIC CONDUCTIVITY Adnan Brown CoreupaMe,Inc. 3.All results are for saturated horizontal hydraulic conductivity. File: D:\Documents\Dropboxa365_CRl-MLE2\a_Response to 130 am Ave Denver co 80223 'DRMS\4_Evaluation\lHydroGeoChem-16.xlsx/Plate4-HydCond BY GEOLOGIC MATERIAL 4.Plate 4 is a copy of Plate 12 of the Cresson MLE2 Hydrogeochemistry Report. Folder: