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Specific Water Well Detail |
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| Location Info | |||
| Owner: Ardery and Sons | Status: Constructed | ||
| Location: T26S, R31W, Sec. 26, SW NW SW | County: Finney | ||
| Directions: from Hwy 50 at Pierceville: 4 mi S, .3 mi W, 5.3 mi S, 1 mi E, 1350' N, 5070' W | |||
| Latitude: 37.7556492 | Longitude: -100.6870181 | Datum NAD 27 | |
| Latitude: 37.7556728 | Longitude: -100.687453 | 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: 390 ft. | Elevation: ft. | |
| Static Water Level: 168 ft. | Est. Yield: gpm. | |
| Comp. Date: 31-May-2007 | Well Use: Irrigation | |
| DWR Applic. #: 13146 | 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 10 ft. | brown sandy clay | |
| From: 10 ft. to 37 ft. | brown clay | |
| From: 37 ft. to 61 ft. | brown sandy clay | |
| From: 61 ft. to 104 ft. | fine to medium sand and gravel with some coarse | |
| From: 104 ft. to 112 ft. | brown clay | |
| From: 112 ft. to 148 ft. | fine to medium sand and gravel - 10% clay | |
| From: 148 ft. to 153 ft. | fine to medium sand and gravel cemented | |
| From: 153 ft. to 171 ft. | brown sandy clay | |
| From: 171 ft. to 186 ft. | fine to medium sand and gravel - 10% clay | |
| From: 186 ft. to 200 ft. | brown sandy clay | |
| From: 200 ft. to 225 ft. | fine to medium sand and gravel | |
| From: 225 ft. to 242 ft. | fine to medium sand and gravel with clay strips | |
| From: 242 ft. to 268 ft. | brown sandy clay | |
| From: 268 ft. to 272 ft. | fine to medium sand | |
| From: 272 ft. to 285 ft. | brown sandy clay | |
| From: 285 ft. to 290 ft. | fine to medium sand | |
| From: 290 ft. to 327 ft. | brown sandy clay | |
| From: 327 ft. to 331 ft. | fine to medium sand and fine gravel | |
| From: 331 ft. to 357 ft. | brown sandy clay | |
| From: 357 ft. to 361 ft. | fine to medium sand | |
| From: 361 ft. to 371 ft. | brown clay | |
| From: 371 ft. to 379 ft. | brown clay with brown rock mixed | |
| From: 379 ft. to 421 ft. | brown yellow clay - hard | |
| From: 421 ft. to 425 ft. | shale - hard pull down | |