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2025-03-14_PERMIT FILE - M2025016 (29)
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2025-03-14_PERMIT FILE - M2025016 (29)
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Last modified
3/17/2025 12:02:29 PM
Creation date
3/17/2025 9:52:54 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M2025016
IBM Index Class Name
Permit File
Doc Date
3/14/2025
Doc Name Note
Exhibit G - Groundwater Monitoring Plan
Doc Name
Application
From
Raptor Materials LLC
To
DRMS
Email Name
JR2
AME
EL1
Media Type
D
Archive
No
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Project:Raptor Materials, LLC <br />Project Location:P-125 <br />Project Number:2023-RM-P125 <br />Key to Log of Boring <br />Material TypeREMARKS AND OTHER <br />TESTSGraphic LogWell LogWater Content, %Dry Unit Weight, pcfMATERIAL DESCRIPTIONDepth (feet)Sample NumberSample TypeSampling Resistance, blows/ftElevation (feet)1 2 3 4 5 6 7 8 9 10 11 12 <br />COLUMN DESCRIPTIONS <br />1 Elevation (feet): Elevation (MSL, feet). <br />2 Depth (feet): Depth in feet below the ground surface. <br />3 Sample Type: Type of soil sample collected at the depth interval <br />shown. <br />4 Sample Number: Sample identification number. <br />5 Sampling Resistance, blows/ft: Number of blows to advance driven <br />sampler one foot (or distance shown) beyond seating interval <br />using the hammer identified on the boring log. <br />6 Material Type: Type of material encountered. <br />7 Graphic Log: Graphic depiction of the subsurface material <br />encountered. <br />8 MATERIAL DESCRIPTION: Description of material encountered. <br />May include consistency, moisture, color, and other descriptive <br />text. <br />9 Water Content, %: Water content of the soil sample, expressed as <br />percentage of dry weight of sample. <br />10 Dry Unit Weight, pcf: Dry weight per unit volume of soil sample <br />measured in laboratory, in pounds per cubic foot. <br />11 Well Log: Graphical representation of well installed upon <br />completion of drilling and sampling. <br />12 REMARKS AND OTHER TESTS: Comments and observations <br />regarding drilling or sampling made by driller or field personnel. <br />FIELD AND LABORATORY TEST ABBREVIATIONS <br />CHEM: Chemical tests to assess corrosivity <br />COMP: Compaction test <br />CONS: One-dimensional consolidation test <br />LL: Liquid Limit, percent <br />PI: Plasticity Index, percent <br />SA: Sieve analysis (percent passing No. 200 Sieve) <br />UC: Unconfined compressive strength test, Qu, in ksf <br />WA: Wash sieve (percent passing No. 200 Sieve) <br />MATERIAL GRAPHIC SYMBOLS <br />Bentonite chips <br />Portland Cement Concrete <br />Silty GRAVEL (GM) <br />Low plasticity PEAT (OL) <br />Shale <br />Well graded SAND (SW) <br />TYPICAL SAMPLER GRAPHIC SYMBOLS <br />Auger sampler <br />Bulk Sample <br />3-inch-OD California w/ <br />brass rings <br />CME Sampler <br />Grab Sample <br />2.5-inch-OD Modified <br />California w/ brass liners <br />Pitcher Sample <br />2-inch-OD unlined split <br />spoon (SPT) <br />Shelby Tube (Thin-walled, <br />fixed head) <br />OTHER GRAPHIC SYMBOLS <br />Water level (at time of drilling, ATD) <br />Water level (after waiting) <br />Minor change in material properties within a <br />stratum <br />Inferred/gradational contact between strata <br />?Queried contact between strata <br />GENERAL NOTES <br />1: Soil classifications are based on the Unified Soil Classification System. Descriptions and stratum lines are interpretive, and actual lithologic changes may be <br />gradual. Field descriptions may have been modified to reflect results of lab tests. <br />2: Descriptions on these logs apply only at the specific boring locations and at the time the borings were advanced. They are not warranted to be representative <br />of subsurface conditions at other locations or times.C:\AWES\2022-RM-P125\Boring Logs P125.bg4[P126.tpl]Figure B-1 <br />Sheet 1 of 1 <br />AWES, LLC <br />4809 Four Star Ct. <br />Fort Collins, CO 80524 <br />970-590-3807
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