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Specific Water Well Detail |
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| Location Info | |||
| Owner: Speck, Leoti | Status: Constructed | ||
| Location: T28S, R40W, Sec. 32, SW NW SW | County: Stanton | ||
| Directions: from Johnson, 1 mi E and 0.75 mi S | |||
| Latitude: 37.5672672 | Longitude: -101.7246127 | Datum NAD 27 | |
| Latitude: 37.5672844 | Longitude: -101.7250616 | 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: 490 ft. | Elevation: ft. | |
| Static Water Level: 270 ft. | Est. Yield: gpm. | |
| Comp. Date: 23-Jun-1986 | Well Use: Irrigation | |
| DWR Applic. #: 4792 | 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 330 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: 330 ft to 440 ft
From: 0 ft to 0 ft From: 445 ft to 485 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 10 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 6 ft. | top soil | |
| From: 6 ft. to 23 ft. | brown clay | |
| From: 23 ft. to 26 ft. | fine sand | |
| From: 26 ft. to 68 ft. | brown clay | |
| From: 68 ft. to 73 ft. | fine sand | |
| From: 73 ft. to 81 ft. | brown clay | |
| From: 81 ft. to 166 ft. | fine medium sand - loose | |
| From: 166 ft. to 186 ft. | brown sandy clay | |
| From: 186 ft. to 230 ft. | fine to medium sand and gravel - loose | |
| From: 230 ft. to 274 ft. | fine sand - tight | |
| From: 274 ft. to 281 ft. | brown yellow clay | |
| From: 281 ft. to 301 ft. | blue clay | |
| From: 301 ft. to 322 ft. | fine, fine sand - small clay streak - mixed | |
| From: 322 ft. to 337 ft. | brown sandy clay | |
| From: 337 ft. to 359 ft. | fine to medium sand and gravel | |
| From: 359 ft. to 372 ft. | brown sandy clay | |
| From: 372 ft. to 391 ft. | fine to medium sand and gravel | |
| From: 391 ft. to 405 ft. | brown sandy clay | |
| From: 405 ft. to 486 ft. | brown sandy clay - white rock mixed - hard strip | |
| From: 486 ft. to 490 ft. | brown red yellow clay - lost circulation at 500 feet | |
| From: 490 ft. to 500 ft. | yellow clay - 15% sandstone | |
| From: 500 ft. to 530 ft. | brown yellow red clay - hard pull down | |