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Specific Water Well Detail |
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| Location Info | |||
| Owner: Smith, Marshall K | Status: Constructed | ||
| Location: T27S, R35W, Sec. 24, NE SE NE | County: Grant | ||
| Directions: from N side of Ulysses: 6 mi N, 15 mi E, 3320 feet N, and 60 feet W | |||
| Latitude: 37.6882025 | Longitude: -101.0907876 | Datum NAD 27 | |
| Latitude: 37.6882248 | Longitude: -101.0912352 | 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: 420 ft. | Elevation: ft. | |
| Static Water Level: 293 ft. | Est. Yield: gpm. | |
| Comp. Date: 03-May-2005 | Well Use: Irrigation | |
| DWR Applic. #: 1906 | 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 scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. | |
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Chemical Sample Submitted?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to 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: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | Top soil | |
| From: 1 ft. to 8 ft. | Brown clay | |
| From: 8 ft. to 27 ft. | Brown sandy clay | |
| From: 27 ft. to 42 ft. | Fine sand - small clay streaks | |
| From: 42 ft. to 70 ft. | Brown clay | |
| From: 70 ft. to 106 ft. | Brown sandy clay | |
| From: 106 ft. to 112 ft. | Fine to medium sand and gravel | |
| From: 112 ft. to 124 ft. | Brown clay | |
| From: 124 ft. to 218 ft. | Fine to medium sand and gravel with some coarse | |
| From: 218 ft. to 248 ft. | Fine to medium sand and gravel - 10% clay | |
| From: 248 ft. to 254 ft. | Brown clay | |
| From: 254 ft. to 262 ft. | Fine to medium sand and gravel - 10% clay | |
| From: 262 ft. to 277 ft. | Fine to medium sand and gravel - tight | |
| From: 277 ft. to 305 ft. | Fine to medium sand and gravel | |
| From: 305 ft. to 342 ft. | Brown clay | |
| From: 342 ft. to 368 ft. | Fine to medium sand and gravel | |
| From: 368 ft. to 385 ft. | Fine to medium sand and gravel - tight | |
| From: 385 ft. to 397 ft. | Fine to medium sand and gravel - small clay streaks - tight | |
| From: 397 ft. to 492 ft. | Brown sandy clay | |
| From: 492 ft. to 527 ft. | Shale - hard pull down - lost circulation at 492 feet and 527 feet | |