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Specific Water Well Detail |
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| Location Info | |||
| Owner: Rushfelt, Joy M. | Status: Constructed | ||
| Location: T27S, R38W, Sec. 31, SW NE SW | County: Grant | ||
| Directions: from N Ulysses: 4 mi N, 8 mi W, 1565' N, 3580' W | |||
| Latitude: 37.6538631 | Longitude: -101.5204148 | Datum NAD 27 | |
| Latitude: 37.6538802 | Longitude: -101.5208628 | 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 This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 630 ft. | Elevation: ft. | |
| Static Water Level: 262 ft. | Est. Yield: gpm. | |
| Comp. Date: 18-Jan-2000 | Well Use: Irrigation | |
| DWR Applic. #: 23042 | 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?: No | ||
| Bore hole diameter: 28 inches to 630 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 16 in. to 320 ft | |
| Casing height above land surface: 12 in
Casing Weight: 42.05 lbs/ft Wall thickness or gauge no.: .250 | ||
| Screen and Perforation Info | ||
| Screen Type: Steel | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 320 ft to 630 ft | |
| Gravel pack intervals | From: 20 ft to 630 ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: Southwest | Distance: 112 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 6 ft. | Top soil | |
| From: 6 ft. to 102 ft. | Brown clay | |
| From: 102 ft. to 110 ft. | Brown clay - sand streak | |
| From: 110 ft. to 141 ft. | Brown clay | |
| From: 141 ft. to 149 ft. | Fine to medium sand and gravel | |
| From: 149 ft. to 170 ft. | Blue clay | |
| From: 170 ft. to 182 ft. | Blue clay - gravel streak | |
| From: 182 ft. to 200 ft. | Blue clay | |
| From: 200 ft. to 223 ft. | Brown sandy clay - small gravel streak | |
| From: 223 ft. to 238 ft. | Fine to medium sand and gravel | |
| From: 238 ft. to 245 ft. | Brown sandy clay | |
| From: 245 ft. to 269 ft. | Fine to medium sand and gravel - 10% clay | |
| From: 269 ft. to 315 ft. | Brown sandy clay | |
| From: 315 ft. to 340 ft. | Brown sandy clay - 15% sandstone mixed | |
| From: 340 ft. to 366 ft. | Brown clay | |
| From: 366 ft. to 380 ft. | Brown clay - 25% fine to medium sand | |
| From: 380 ft. to 386 ft. | Fine to medium sand and gravel | |
| From: 386 ft. to 394 ft. | Fine to medium sand and gravel yellow brown rock mixed | |
| From: 394 ft. to 423 ft. | Brown rock - hard pull down 300 | |
| From: 423 ft. to 432 ft. | Yellow clay - small strip of sandstone | |
| From: 432 ft. to 530 ft. | Shale | |
| From: 530 ft. to 537 ft. | Brown shale - hard pull down 600 | |
| From: 537 ft. to 548 ft. | Brown shale | |
| From: 548 ft. to 559 ft. | Brown shale - small loose strips sandstone | |
| From: 559 ft. to 600 ft. | Gray shale - hard pull down 375 | |
| From: 600 ft. to 610 ft. | Gray shale - hard pull down 500 to 600 | |
| From: 610 ft. to 627 ft. | Gray shale - 10% sandstone - hard pull down 200 | |
| From: 627 ft. to 655 ft. | Red bed - hard pull down | |