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Specific Water Well Detail |
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| Location Info | |||
| Owner: Vijahn Inc. | Status: Constructed | ||
| Location: T26S, R33W, Sec. 22, SE NW SE SE | County: Finney | ||
| Directions: from Garden City, 5 mi SW | |||
| Latitude: 37.76777 | Longitude: -100.91005 | Datum NAD 27 | |
| Latitude: 37.7677933 | Longitude: -100.9104899 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.76777 | GPS Longitude: -100.91005 | Datum NAD27 | |
| View well on interactive map This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 600 ft. | Elevation: 2934 ft. | |
| Static Water Level: 312 ft. | Est. Yield: 808 gpm. | |
| Comp. Date: 18-Apr-2015 | Well Use: Irrigation | |
| DWR Applic. #: 22115 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Hydro Resources Mid Continent, Inc. | License #: 145 | |
| 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: 312 ft. | ||
| Pump test data: Well water was 486 ft after 4 hours pumping 808 gpm | ||
| Bore hole diameter: 24 inches to 600 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 16 in. to 600 ft | |
| Casing height above land surface: 12 in
Casing Weight: 42.09 lbs/ft Wall thickness or gauge no.: .250 | ||
| Screen and Perforation Info | ||
| Screen Type: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 285 ft to 395 ft
From: 395 ft to 455 ft From: 480 ft to 580 ft | |
| Gravel pack intervals | From: 20 ft to 405 ft
From: 405 ft to 600 ft | |
| Grout Info | ||
| Grout used: Bentonite | 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 19 ft. | brown sandy clay with few fine sand strips | |
| From: 19 ft. to 42 ft. | fine sand | |
| From: 42 ft. to 63 ft. | fine sand with many clay stringers | |
| From: 63 ft. to 114 ft. | sand, fine to medium coarse, small medium some large gravel | |
| From: 114 ft. to 125 ft. | brown sandy clay | |
| From: 125 ft. to 165 ft. | sand, fine to medium coarse | |
| From: 165 ft. to 200 ft. | brown sandy clay with some sand beds | |
| From: 200 ft. to 234 ft. | sand, fine to medium coarse, with many clay stringers | |
| From: 234 ft. to 285 ft. | sand, fine to medium coarse, small gravel | |
| From: 285 ft. to 311 ft. | sand, fine to medium coarse, small gravel, with some clay stringers | |
| From: 311 ft. to 350 ft. | sand, fine to medium coarse, small gravel, couple clay stringers | |
| From: 350 ft. to 381 ft. | sand, fine to medium coarse, small gravel, with many clay ledges | |
| From: 381 ft. to 400 ft. | sand, fine to medium coarse, with many clay ledges | |
| From: 400 ft. to 415 ft. | brown sandy clay | |
| From: 415 ft. to 455 ft. | fine sand with few clay stringers | |
| From: 455 ft. to 480 ft. | brown sandy clay | |
| From: 480 ft. to 508 ft. | fine sand with few clay stringers | |
| From: 508 ft. to 521 ft. | brown sandy clay | |
| From: 521 ft. to 580 ft. | sandstone with few soapstone strips | |
| From: 580 ft. to 600 ft. | shale | |