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Specific Water Well Detail |
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| Location Info | |||
| Owner: Smith, Larry K. | Status: Constructed | ||
| Location: T27S, R35W, Sec. 6, SE SW SW | County: Grant | ||
| Directions: from N Ulysses: 9 mi N, 10 mi E, 205' N, 3845' W | |||
| Latitude: 37.7225506 | Longitude: -101.1949479 | Datum NAD 27 | |
| Latitude: 37.7225705 | Longitude: -101.195397 | 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: 375 ft. | Elevation: ft. | |
| Static Water Level: 257 ft. | Est. Yield: gpm. | |
| Comp. Date: 30-Jan-1995 | Well Use: Irrigation | |
| DWR Applic. #: 17052, 17312, 17884 | 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?: 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 360 ft
Diam: 20 in. to 375 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: Wire wrapped | |
| Screen-perforated intervals | From: 260 ft to 360 ft
From: 360 ft to 375 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: 195 to 255 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: SW | Distance: 15 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | Top soil | |
| From: 1 ft. to 82 ft. | Fine sand | |
| From: 82 ft. to 95 ft. | Fine to medium sand and gravel - 10% clay | |
| From: 95 ft. to 112 ft. | Fine to medium sand and gravel - loose | |
| From: 112 ft. to 202 ft. | Medium coarse gravel - loose | |
| From: 202 ft. to 224 ft. | Blue clay | |
| From: 224 ft. to 318 ft. | Medium coarse gravel - loose | |
| From: 318 ft. to 327 ft. | Brown sandy clay | |
| From: 327 ft. to 343 ft. | Fine to medium sand and gravel | |
| From: 343 ft. to 348 ft. | Brown sandy clay | |
| From: 348 ft. to 358 ft. | Fine to medium sand and gravel | |
| From: 358 ft. to 440 ft. | Brown sandy clay | |
| From: 440 ft. to 447 ft. | Brown clay - tight | |
| From: 447 ft. to 448 ft. | Brown rock - tight | |
| From: 448 ft. to 474 ft. | Brown clay yellow clay mixed | |
| From: 474 ft. to 520 ft. | Shale | |
| From: 520 ft. to 521 ft. | Shale - very hard pull down | |
| From: 521 ft. to 541 ft. | Shale | |
| From: 541 ft. to 544 ft. | Shale - very hard pull down | |
| From: 544 ft. to 597 ft. | Shale | |
| From: 597 ft. to 605 ft. | Shale - very hard pull down | |