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Specific Water Well Detail |
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| Location Info | |||
| Owner: Schwein, Gene | Status: Constructed | ||
| Location: T30S, R38W, Sec. 36, NW NW NW | County: Grant | ||
| Directions: from Ulysses: 11 mi S, 3 mi W, 2 mi S, 5220 feet W, and 4945 feet N | |||
| Latitude: 37.4017906 | Longitude: -101.4332574 | Datum NAD 27 | |
| Latitude: 37.4018132 | Longitude: -101.4336991 | 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: 540 ft. | Elevation: ft. | |
| Static Water Level: 260 ft. | Est. Yield: gpm. | |
| Comp. Date: 27-Oct-1993 | Well Use: Irrigation | |
| DWR Applic. #: 4936 | 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 250 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: Wire wrapped | |
| Screen-perforated intervals | From: 250 ft to 540 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 3 ft. | Top soil | |
| From: 3 ft. to 110 ft. | Brown clay | |
| From: 110 ft. to 113 ft. | Fine sand | |
| From: 113 ft. to 134 ft. | Fine to medium sand gravel | |
| From: 134 ft. to 148 ft. | Brown clay | |
| From: 148 ft. to 173 ft. | Fine to medium sand gravel-10% clay | |
| From: 173 ft. to 179 ft. | Brown clay | |
| From: 179 ft. to 212 ft. | Fine to medium sand - 10% clay | |
| From: 212 ft. to 233 ft. | Brown clay - sticky | |
| From: 233 ft. to 240 ft. | Fine sand | |
| From: 240 ft. to 241 ft. | Hard strip - pull down | |
| From: 241 ft. to 245 ft. | Fine sand | |
| From: 245 ft. to 265 ft. | Fine to medium sand | |
| From: 265 ft. to 268 ft. | Brown clay | |
| From: 268 ft. to 271 ft. | Cemented sandstone - hard pull down | |
| From: 271 ft. to 275 ft. | Fine to medium sand | |
| From: 275 ft. to 304 ft. | Fine to medium sand gravel - loose | |
| From: 304 ft. to 317 ft. | Cemented sandstone - 10% clay - hard pull down | |
| From: 317 ft. to 350 ft. | Fine to medium sand gravel | |
| From: 350 ft. to 355 ft. | Cemented sandstone - hard pull down | |
| From: 355 ft. to 367 ft. | Fine to medium sand gravel | |
| From: 367 ft. to 376 ft. | Fine to medium sand gravel-small clay streak | |
| From: 376 ft. to 380 ft. | Brown clay | |
| From: 380 ft. to 400 ft. | Brown yellow clay brown rock mixed | |
| From: 400 ft. to 412 ft. | Sand stone - loose Lost circulation at 400 feet | |
| From: 412 ft. to 427 ft. | Brown yellow clay - 15% sandstone - tight | |
| From: 427 ft. to 455 ft. | Sand stone - loose - 10% clay | |
| From: 455 ft. to 461 ft. | Sand stone - hard pull down | |
| From: 461 ft. to 472 ft. | Sand stone - 15% clay - pull down | |
| From: 472 ft. to 503 ft. | Brown clay - 15% sandstone - tight | |
| From: 503 ft. to 528 ft. | Sand stone - loose | |
| From: 528 ft. to 580 ft. | Brown yellow clay - hard pull down | |
| From: 580 ft. to 590 ft. | red bed - hard pull down | |