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Specific Water Well Detail |
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| Location Info | |||
| Owner: Hoffman, Jack | Status: Constructed | ||
| Location: T24S, R33W, Sec. 3, SW NW NW | County: Finney | ||
| Directions: from Henkle Drilling Co.: 0.5 mi W, 0.8 mi N, and 50 feet E of road | |||
| Latitude: 38.0008655 | Longitude: -100.9371579 | Datum NAD 27 | |
| Latitude: 38.0008891 | Longitude: -100.9375998 | 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: 310 ft. | Elevation: ft. | |
| Static Water Level: 89 ft. | Est. Yield: 1750 gpm. | |
| Comp. Date: 30-Sep-1978 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| 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: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: 0 in. to 0 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: | Screen Openings: | |
| Screen-perforated intervals | From: 270 ft to 300 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 9 ft. | brown clay | |
| From: 9 ft. to 22 ft. | med. coarse gravel (loose) | |
| From: 22 ft. to 44 ft. | brown sandy clay | |
| From: 44 ft. to 59 ft. | fine to medium sand and gravel | |
| From: 59 ft. to 66 ft. | brown clay | |
| From: 66 ft. to 83 ft. | fine to medium sand and gravel 10% clay (loose) | |
| From: 83 ft. to 94 ft. | fine to medium sand and gravel (loose) | |
| From: 94 ft. to 107 ft. | brown sandy clay | |
| From: 107 ft. to 116 ft. | fine to medium sand and gravel (loose) | |
| From: 116 ft. to 121 ft. | brown sandy clay | |
| From: 121 ft. to 125 ft. | fine to medium sand and gravel (loose) | |
| From: 125 ft. to 129 ft. | brown sandy clay brown rock hard | |
| From: 129 ft. to 138 ft. | fine to medium sand and gravel (loose) | |
| From: 138 ft. to 142 ft. | brown sandy clay brown rock hard | |
| From: 142 ft. to 149 ft. | fine to medium sand and gravel (loose) | |
| From: 149 ft. to 162 ft. | brown rock hard pull down (no good) | |
| From: 162 ft. to 188 ft. | fine to medium sand and gravel (loose) | |
| From: 188 ft. to 208 ft. | brown clay | |
| From: 208 ft. to 229 ft. | brown clay mixed white rock streak hard | |
| From: 229 ft. to 244 ft. | fine to med. fine sand | |
| From: 244 ft. to 253 ft. | brown sandy clay mixed white rock | |
| From: 253 ft. to 268 ft. | brown sand clay small loose sand streak | |
| From: 268 ft. to 275 ft. | fine to medium sand and fine gravel | |
| From: 275 ft. to 290 ft. | fine to medium sand and gravel mixed yellow rock 10% clay | |
| From: 290 ft. to 301 ft. | fine to medium sand and gravel mixed yellow rock loose | |
| From: 301 ft. to 301 ft. | yellow clay and shale hard pull down | |