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Specific Water Well Detail |
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| Location Info | |||
| Owner: Dreitz, Joe Jr. | Status: Constructed | ||
| Location: T31S, R33W, Sec. 27, SE SE SW | County: Seward | ||
| Directions: from Sublette: 11 mi S, 2.5 mi W | |||
| Latitude: 37.3162378 | Longitude: -100.8968066 | Datum NAD 27 | |
| Latitude: 37.3162609 | Longitude: -100.8972467 | 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 This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 541 ft. | Elevation: ft. | |
| Static Water Level: 207 ft. | Est. Yield: 2000 gpm. | |
| Comp. Date: 21-Aug-1979 | 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: 298 ft to 358 ft
From: 440 ft to 480 ft From: 488 ft to 538 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 2 ft. | top soil | |
| From: 2 ft. to 84 ft. | brown clay | |
| From: 84 ft. to 94 ft. | sand fine to med | |
| From: 94 ft. to 126 ft. | brown clay | |
| From: 126 ft. to 220 ft. | sand fine to med coarse, small and a few med size gravel. Had a very small amount of cemented sts. Loose - used water | |
| From: 220 ft. to 240 ft. | sand fine to med coarse, small to med gravel. Loose - used water | |
| From: 240 ft. to 258 ft. | sand fine to med coarse, small to large gravel. Drilled rough. Loose - used water | |
| From: 258 ft. to 260 ft. | brown clay | |
| From: 260 ft. to 300 ft. | sand fine to med coarse with a few small gravel. Had a few clay sts. Loose - used water | |
| From: 300 ft. to 305 ft. | brown clay | |
| From: 305 ft. to 320 ft. | sand fine to med coarse with a few small gravel. Had very few clay sts. Loose - used water | |
| From: 320 ft. to 340 ft. | sand fine to med coarse. Loose - used water | |
| From: 340 ft. to 378 ft. | sand fine to med coarse and small gravel. Loose - used water | |
| From: 378 ft. to 387 ft. | brown clay | |
| From: 387 ft. to 400 ft. | brown clay, limerock sts with a few ledges | |
| From: 400 ft. to 440 ft. | brown clay with a few limerock sts | |
| From: 440 ft. to 462 ft. | brown sandy clay and fine sand streaks, loose | |
| From: 462 ft. to 488 ft. | brown clay with a few limerock sts | |
| From: 488 ft. to 503 ft. | brown clay and rock. Loose - used water | |
| From: 503 ft. to 510 ft. | yellow clay | |
| From: 510 ft. to 538 ft. | yellow sandstone | |
| From: 538 ft. to 540 ft. | red bed | |