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Specific Water Well Detail |
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| Location Info | |||
| Owner: St. Francis Equity Exchange | Status: Constructed | ||
| Location: T3S, R40W, Sec. 21, NE SE SE | County: Cheyenne | ||
| Directions: | |||
| Latitude: 39.7738275 | Longitude: -101.8059668 | Datum NAD 27 | |
| Latitude: 39.7738205 | Longitude: -101.8064198 | 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: 20 ft. | Elevation: 3291.09 ft. | |
| Static Water Level: 13.35 ft. | Est. Yield: gpm. | |
| Comp. Date: 10-Aug-2001 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 8 | |
| 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 6 ft. | Fine to very fine grained silty sand | |
| From: 6 ft. to 7 ft. | Fine to very fine grained clayey sand, moist | |
| From: 7 ft. to 13 ft. | Gray silty clay | |
| From: 13 ft. to 15 ft. | Very fine grained clayey sand | |
| From: 15 ft. to 20 ft. | Loose sand and gravel | |