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Specific Water Well Detail |
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| Location Info | |||
| Owner: Reeve, M. P. | Status: Constructed | ||
| Location: T25S, R33W, Sec. 22, SE NW SE | County: Finney | ||
| Directions: from Garden City: 7 mi S on Hwy 83 to Annie Shear Rd, 2.66 mi W, 1355 feet N, and 1605 feet W | |||
| Latitude: 37.8632582 | Longitude: -100.9254801 | Datum NAD 27 | |
| Latitude: 37.8632819 | Longitude: -100.9259229 | 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: 460 ft. | Elevation: ft. | |
| Static Water Level: 289 ft. | Est. Yield: gpm. | |
| Comp. Date: 28-Jun-2011 | Well Use: Irrigation | |
| DWR Applic. #: 13044 | 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 18 ft. | fine sand | |
| From: 18 ft. to 29 ft. | brown sandy clay | |
| From: 29 ft. to 97 ft. | fine to medium sand and gravel - some coarse with strips of clay | |
| From: 97 ft. to 118 ft. | brown sandy clay with strips of white rock | |
| From: 118 ft. to 250 ft. | blue clay with strips of sand and gravel | |
| From: 250 ft. to 263 ft. | brown clay | |
| From: 263 ft. to 275 ft. | fine to medium sand and gravel with strips of brown sandy clay - 15% | |
| From: 275 ft. to 288 ft. | fine to medium sand and gravel with layers of brown sandy clay - 25% | |
| From: 288 ft. to 295 ft. | brown sandy clay | |
| From: 295 ft. to 299 ft. | fine to medium sand and gravel | |
| From: 299 ft. to 314 ft. | brown sandy clay | |
| From: 317 ft. to 346 ft. | fine to medium sand and gravel | |
| From: 346 ft. to 357 ft. | brown sandy clay | |
| From: 357 ft. to 360 ft. | fine to medium sand | |
| From: 360 ft. to 370 ft. | brown sandy clay | |
| From: 370 ft. to 374 ft. | fine to medium sand | |
| From: 374 ft. to 396 ft. | brown clay | |
| From: 396 ft. to 411 ft. | fine to medium sand and gravel | |
| From: 411 ft. to 438 ft. | brown clay | |
| From: 438 ft. to 444 ft. | fine to medium sand | |
| From: 444 ft. to 460 ft. | brown clay | |
| From: 460 ft. to 481 ft. | hard brown, yellow and white sandy clay - 5% brown rock | |
| From: 481 ft. to 500 ft. | shale - hard pull down | |