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Specific Water Well Detail |
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| Location Info | |||
| Owner: Thompson, J. Greer | Status: Constructed | ||
| Location: T31S, R33W, Sec. 2, N2 SE | County: Seward | ||
| Directions: from Sublette: 7 mi S | |||
| Latitude: 37.37885 | Longitude: -100.8733347 | Datum NAD 27 | |
| Latitude: 37.3788688 | Longitude: -100.8737747 | 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: 473 ft. | Elevation: ft. | |
| Static Water Level: 210 ft. | Est. Yield: gpm. | |
| Comp. Date: 01-Jul-1976 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Henkle Drilling & Supply Co. 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?: | ||
| 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:
Casing Joints: |
Diam: 0 in. to 0 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: | Screen Openings: | |
| Screen-perforated intervals | From: 310 ft to 470 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 33 ft. | brown sandy clay and fine sand sts | |
| From: 33 ft. to 87 ft. | sand fine med coarse and small gravel | |
| From: 87 ft. to 96 ft. | brown clay and caliche | |
| From: 96 ft. to 310 ft. | sand fine med coarse, small gravel and few hard ledges used lots of water, mud heavy | |
| From: 310 ft. to 328 ft. | brown clay and small sand sts | |
| From: 328 ft. to 340 ft. | sand fine med coarse, small gravel, loose, used lots of water (good) | |
| From: 340 ft. to 356 ft. | brown clay and sand | |
| From: 356 ft. to 385 ft. | sand fine med coarse, small gravel, loose, used lots of water, mud heavy | |
| From: 385 ft. to 410 ft. | brown sandy clay and embedded sand and gravel, used water | |
| From: 410 ft. to 430 ft. | brown clay and lime rock | |
| From: 430 ft. to 470 ft. | sand fine med coarse, small coarse and brown sandy clay, used water | |
| From: 470 ft. to 485 ft. | brown sandy clay and sts of lime rock | |
| From: 485 ft. to 500 ft. | brown and blue clay | |
| From: 500 ft. to 550 ft. | brown sandstone, sts of brown rock and fine sand, used lots of water, mud heavy | |