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Specific Water Well Detail |
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| Location Info | |||
| Owner: Enlow, Brad | Status: Constructed | ||
| Location: T8S, R39W, Sec. 30, SW SW NW | County: Sherman | ||
| Directions: I-70 and Hwy 27, Gas N Go, Goodland | |||
| Latitude: 39.3303165 | Longitude: -101.7243875 | Datum NAD 27 | |
| Latitude: 39.3303165 | Longitude: -101.724838 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 205 ft. | Elevation: 3494.81 ft. | |
| Static Water Level: 187.79 ft. | Est. Yield: gpm. | |
| Comp. Date: 14-Mar-2002 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 2 | |
| Driller Info | ||
| Driller: Jay C. Woofter Pump & Well, Inc. | License #: 554 | |
| Scanned Form | ||
| View form(s) on screen | Download scan(s) | |
| The download files contain one or more TIFF images compressed into a ZIP archive. Your browser may be already set up to decompress these files. The TIFFs are 300 dpi archival-quality scans of the WWC5 forms and can be viewed by software like Adobe PhotoShop. | ||
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Chemical Sample Submitted?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to .5 ft. | Asphalt | |
| From: .5 ft. to 3 ft. | Clay, brown, silty, moist, calc frags, plastic, no odor | |
| From: 3 ft. to 27 ft. | Silt, light brown, very silty, moist/dry, soft, friable | |
| From: 27 ft. to 36 ft. | Clay, brown, very silty to silty, stiff, very slightly moist | |
| From: 36 ft. to 37 ft. | Clay, light tan, silty, trace fine-coarse Sr sand, very stiff, no odor | |
| From: 37 ft. to 52 ft. | Caliche interbedded with clay, no odor | |
| From: 52 ft. to 60 ft. | Caliche interbedded with clay, thin fine-coarse sand stringers less than 6 inches thick | |
| From: 60 ft. to 71 ft. | Sand, fine-medium, Ab coarse, SA-SR clay and caliche | |
| From: 71 ft. to 78 ft. | Clay, light tan, brown caliche, few thin medium coarse sand stringers | |
| From: 78 ft. to 90 ft. | Sand, very fine, trace medium SA, interbedded thin clay/caliche zones less than 6 inches thick, no odor | |
| From: 90 ft. to 92 ft. | Chert (caliche microcrystalline, calc, hard) | |
| From: 92 ft. to 118 ft. | Sand, brown, fine-coarse (gravel and cobbles few), thin clay and caliche less than 6 inches thick, no odor | |
| From: 118 ft. to 175 ft. | Alternating clay/caliche and sand, sands coarse | |
| From: 175 ft. to 184 ft. | Sand, fine-coarse, with trace fine gravel, SA-SR, poorly sorted, no odor | |
| From: 184 ft. to 186 ft. | Caliche, hard chert | |
| From: 186 ft. to 205 ft. | Sand, brown, fine-coarse, with AB fine gravel, SA-SR, PSR, clay and caliche lenses | |
| From: 205 ft. to 220 ft. | Sand, brown, fine-coarse, with increasing clay and caliche | |