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Specific Water Well Detail |
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| Location Info | |||
| Owner: Drussel, Gary | Status: Constructed | ||
| Location: T25S, R33W, Sec. 27, NC NW | County: Finney | ||
| Directions: from Garden City: 3 mi S on Hwy 83, 3 mi W, 5 mi S, 3150 feet N, and 3885 feet W | |||
| Latitude: 37.856839 | Longitude: -100.9333942 | Datum NAD 27 | |
| Latitude: 37.8568627 | Longitude: -100.9338373 | 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: 400 ft. | Elevation: ft. | |
| Static Water Level: 132 ft. | Est. Yield: gpm. | |
| Comp. Date: 10-Dec-1988 | Well Use: Irrigation | |
| DWR Applic. #: 19365 | 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 270 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: 270 ft to 400 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 1 ft. | top soil | |
| From: 1 ft. to 6 ft. | fine sand | |
| From: 6 ft. to 22 ft. | brown clay | |
| From: 22 ft. to 84 ft. | medium coarse gravel - loose | |
| From: 84 ft. to 168 ft. | medium coarse gravel - small clay strip | |
| From: 168 ft. to 172 ft. | brown clay | |
| From: 172 ft. to 229 ft. | blue clay - small hard spot | |
| From: 229 ft. to 250 ft. | blue clay - very hard streak | |
| From: 250 ft. to 271 ft. | brown sandy clay - small hard streak | |
| From: 271 ft. to 280 ft. | fine medium coarse sand and gravel - loose | |
| From: 280 ft. to 290 ft. | brown sandy clay - sand streak | |
| From: 290 ft. to 300 ft. | fine medium coarse sand and gravel - 59% clay | |
| From: 300 ft. to 305 ft. | fine medium coarse sand and gravel - hard spots | |
| From: 305 ft. to 311 ft. | fine medium coarse sand and gravel - loose | |
| From: 311 ft. to 315 ft. | brown sandy clay - sand streak | |
| From: 315 ft. to 320 ft. | fine medium sand - small hard streak | |
| From: 320 ft. to 330 ft. | blue clay | |
| From: 330 ft. to 352 ft. | brown sandy clay - hard streaks | |
| From: 352 ft. to 363 ft. | fine medium coarse sand and gravel - loose 5% clay | |
| From: 363 ft. to 366 ft. | brown sandy clay | |
| From: 366 ft. to 395 ft. | fine medium coarse sand and gravel - loose | |
| From: 395 ft. to 423 ft. | brown sandy clay - small sand streak | |
| From: 423 ft. to 432 ft. | yellow clay | |
| From: 432 ft. to 440 ft. | shale - hard | |