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Specific Water Well Detail |
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| Location Info | |||
| Owner: Phillip W. Smith and Leo McDougal Trust | Status: Constructed | ||
| Location: T29S, R30W, Sec. 10, NE SE SE NW | County: Gray | ||
| Directions: from GG Rd and Rd 4, 0.5 mi E and 0.5 mi N | |||
| Latitude: 37.5413031 | Longitude: -100.5888673 | Datum NAD 27 | |
| Latitude: 37.541328 | Longitude: -100.589303 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.541328 | GPS Longitude: -100.589303 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 483 ft. | Elevation: 2788 ft. | |
| Static Water Level: 235 ft. | Est. Yield: 1300 gpm. | |
| Comp. Date: 20-Mar-2018 | Well Use: Irrigation | |
| DWR Applic. #: 19191 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Downey Drilling, Inc. | License #: 748 | |
| 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?: Yes | ||
| Ground water encountered: 235 ft. | ||
| Pump test data: Well water was 261 ft after 4 hours pumping 1184 gpm | ||
| Bore hole diameter: 30 inches to 480 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 16 in. to 250 ft
Diam: 16 in. to 483 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .25 | ||
| Screen and Perforation Info | ||
| Screen Type: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 250 ft to 393 ft
From: 393 ft to 473 ft | |
| Gravel pack intervals | From: 20 ft to 480 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 48 ft. | clay and silty clay | |
| From: 48 ft. to 59 ft. | fine-medium gravel | |
| From: 59 ft. to 111 ft. | silty clay with trace fine sand | |
| From: 111 ft. to 156 ft. | fine-medium gravel and coarse sand | |
| From: 156 ft. to 169 ft. | silty clay with trace fine sand | |
| From: 169 ft. to 184 ft. | fine-medium sand | |
| From: 184 ft. to 202 ft. | sandy clay and fine sand | |
| From: 202 ft. to 236 ft. | fine-medium sand and fine gravel | |
| From: 236 ft. to 272 ft. | fine-medium gravel | |
| From: 272 ft. to 291 ft. | fine-medium gravel and medium-coarse sand | |
| From: 291 ft. to 305 ft. | fine sand and silt | |
| From: 305 ft. to 342 ft. | coarse sand and fine-medium gravel | |
| From: 342 ft. to 345 ft. | fine-trace medium gravel with thin sandy clay lens | |
| From: 345 ft. to 366 ft. | fine-medium gravel | |
| From: 366 ft. to 395 ft. | fine sand and silt with sandy clay | |
| From: 395 ft. to 422 ft. | sandy clay with few fine sand | |
| From: 422 ft. to 425 ft. | fine sand | |
| From: 425 ft. to 451 ft. | sandy clay with fine sand lenses | |
| From: 451 ft. to 465 ft. | fine and trace medium sand | |
| From: 465 ft. to 475 ft. | clay | |
| From: 475 ft. to 483 ft. | shale | |