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Specific Water Well Detail |
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| Location Info | |||
| Owner: Amsberry, Leonard | Status: Constructed | ||
| Location: T3S, R38W, Sec. 36, NE NW NE | County: Cheyenne | ||
| Directions: In Bird City, East Hwy 36 | |||
| Latitude: 39.7558536 | Longitude: -101.5287628 | Datum NAD 27 | |
| Latitude: 39.7558491 | Longitude: -101.5292065 | 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: 250 ft. | Elevation: 3448.36 ft. | |
| Static Water Level: 192.81 ft. | Est. Yield: gpm. | |
| Comp. Date: 17-Jun-1995 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 2 | |
| Driller Info | ||
| Driller: Will Purdon, Maximum/Kansas City Testing | License #: 589 | |
| 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?: No
Water Well disinfected?: | ||
| Ground water encountered: 192.81 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 4 in. to 190 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 190 ft to 250 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 2.25 to 183 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: E | Distance: 50 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | Topsoil | |
| From: 1 ft. to 40 ft. | Silt, dark yellowish brown, damp | |
| From: 40 ft. to 88 ft. | Clayey silt, dark yellowish brown, damp | |
| From: 88 ft. to 98 ft. | Caliche, yellowish orange, damp, hard | |
| From: 98 ft. to 128 ft. | Silty sand, brown moist, fine grain | |
| From: 128 ft. to 138 ft. | Sand, yellowish brown, moist, poorly graded | |
| From: 138 ft. to 158 ft. | Sand, yellowish brown, fine grain, poorly graded | |
| From: 158 ft. to 168 ft. | Sand, dark yellowish brown, fine grain | |
| From: 168 ft. to 198 ft. | Sand, brown, moist, very fine | |
| From: 198 ft. to 204 ft. | Sand, yellowish brown, medium to coarse grain | |
| From: 204 ft. to 208 ft. | Sandstone, brown, hard | |
| From: 208 ft. to 218 ft. | Sand, yellowish brown, wet fine grain | |
| From: 218 ft. to 230 ft. | Clay stone (weathered shale) brown | |
| From: 230 ft. to 250 ft. | Sand, brown, very fine, wet | |