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Specific Water Well Detail |
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| Location Info | |||
| Owner: Knoll, Ed | Status: Constructed | ||
| Location: T23S, R33W, Sec. 34, SW NW NE | County: Finney | ||
| Directions: from W edge of Garden City: 1.5 mi NW on HWY 50, 1 mi N, 4010' N, 2615' W | |||
| Latitude: 38.0156065 | Longitude: -100.9278908 | Datum NAD 27 | |
| Latitude: 38.01563 | Longitude: -100.928332 | 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: 355 ft. | Elevation: ft. | |
| Static Water Level: 140 ft. | Est. Yield: gpm. | |
| Comp. Date: 07-May-1995 | Well Use: Irrigation | |
| DWR Applic. #: 965 | 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: Steel
Casing Joints: |
Diam: 16 in. to 230 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: Steel | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 230 ft to 355 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: N | Distance: 90 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 4 ft. | brown clay | |
| From: 4 ft. to 28 ft. | brown sandy clay - loose | |
| From: 28 ft. to 35 ft. | medium coarse gravel - loose | |
| From: 35 ft. to 88 ft. | brown sandy clay | |
| From: 88 ft. to 94 ft. | fine to medium sand and gravel | |
| From: 94 ft. to 109 ft. | brown sandy clay | |
| From: 109 ft. to 127 ft. | brown clay | |
| From: 127 ft. to 146 ft. | brown sandy clay | |
| From: 146 ft. to 189 ft. | brown clay | |
| From: 189 ft. to 200 ft. | fine to medium sand | |
| From: 200 ft. to 209 ft. | fine to medium sand and gravel - loose | |
| From: 209 ft. to 218 ft. | brown sandy clay | |
| From: 218 ft. to 234 ft. | fine to medium sand and gravel - loose | |
| From: 234 ft. to 241 ft. | brown sandy clay | |
| From: 241 ft. to 269 ft. | fine to medium sand and gravel - loose | |
| From: 269 ft. to 281 ft. | brown sandy clay | |
| From: 281 ft. to 286 ft. | fine to medium sand and gravel | |
| From: 286 ft. to 308 ft. | brown sandy clay - small gravel strip | |
| From: 308 ft. to 322 ft. | fine to medium sand and gravel - 10% clay | |
| From: 322 ft. to 333 ft. | fine to medium sand and gravel | |
| From: 333 ft. to 340 ft. | cemented sandstone clay mixed - hard pull down | |
| From: 340 ft. to 348 ft. | fine to medium sand and gravel - small clay streak | |
| From: 348 ft. to 355 ft. | yellow clay | |
| From: 355 ft. to 365 ft. | shale - hard pull down | |