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Specific Water Well Detail |
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| Location Info | |||
| Owner: Drussel, Gary | Status: Constructed | ||
| Location: T25S, R33W, Sec. 34, NE | County: Finney | ||
| Directions: from Garden City: 9 mi S on Hwy 83, 2.75 mi W, 0.75 mi N, and 0.25 mi W | |||
| Latitude: 37.8405133 | Longitude: -100.9242794 | Datum NAD 27 | |
| Latitude: 37.840537 | Longitude: -100.9247223 | 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: 385 ft. | Elevation: ft. | |
| Static Water Level: 133 ft. | Est. Yield: gpm. | |
| Comp. Date: 26-Apr-1988 | Well Use: Irrigation | |
| DWR Applic. #: 19366 | Other ID: | |
| Links | |
| No Wizard information available. | |
| 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 220 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: Steel | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 220 ft to 385 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: 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: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 46 ft. | fine sand | |
| From: 46 ft. to 134 ft. | medium coarse gravel - loose | |
| From: 134 ft. to 146 ft. | brown sandy clay | |
| From: 146 ft. to 172 ft. | fine to medium sand and gravel | |
| From: 172 ft. to 175 ft. | cemented sandstone - hard pull down | |
| From: 175 ft. to 193 ft. | fine to medium sand and gravel | |
| From: 193 ft. to 204 ft. | brown sandy clay | |
| From: 204 ft. to 228 ft. | brown sandy clay - small gravel streak | |
| From: 228 ft. to 236 ft. | fine to medium sand and gravel | |
| From: 236 ft. to 247 ft. | brown sandy clay | |
| From: 247 ft. to 258 ft. | fine to medium sand and gravel | |
| From: 258 ft. to 262 ft. | brown sandy clay | |
| From: 262 ft. to 299 ft. | fine to medium sand and gravel - 10% clay | |
| From: 299 ft. to 309 ft. | brown sandy clay | |
| From: 309 ft. to 323 ft. | fine to medium sand and gravel - tight | |
| From: 323 ft. to 358 ft. | brown sandy clay | |
| From: 358 ft. to 365 ft. | fine sand | |
| From: 365 ft. to 380 ft. | fine to medium sand and gravel - loose | |
| From: 380 ft. to 404 ft. | brown sandy clay | |
| From: 404 ft. to 422 ft. | yellow clay - hard | |
| From: 422 ft. to 425 ft. | shale - hard | |