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Specific Water Well Detail |
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| Location Info | |||
| Owner: Eubank, Mal | Status: Constructed | ||
| Location: T31S, R33W, Sec. 24, SE NE SW | County: Seward | ||
| Directions: from Sublette: S on Hwy 83 to Seward county line, 3.75 mi S, E into Site | |||
| Latitude: 37.3343546 | Longitude: -100.8607301 | Datum NAD 27 | |
| Latitude: 37.3343773 | Longitude: -100.8611693 | 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: 460 ft. | Elevation: ft. | |
| Static Water Level: 237 ft. | Est. Yield: gpm. | |
| Comp. Date: 01-Jan-1997 | Well Use: Oil Field Water Supply | |
| DWR Applic. #: 960466 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Ray Cramer Drilling Co. | License #: 600 | |
| 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: PVC
Casing Joints: |
Diam: 6.6 in. to 380 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: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 380 ft to 460 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout, Bentonite | From: 0 to 12 ft
From: 12 to 16 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 9 ft. | brown sandy clay | |
| From: 9 ft. to 24 ft. | tan sandy clay and caliche | |
| From: 24 ft. to 97 ft. | brown sandy clay with sandstone | |
| From: 97 ft. to 141 ft. | coarse sand-small gravel | |
| From: 141 ft. to 147 ft. | brown sandy clay | |
| From: 147 ft. to 157 ft. | tan sandy clay and sandstone | |
| From: 157 ft. to 163 ft. | yellow clay | |
| From: 163 ft. to 167 ft. | sand | |
| From: 167 ft. to 172 ft. | yellow clay | |
| From: 172 ft. to 205 ft. | sand with yellow sandy clay | |
| From: 205 ft. to 212 ft. | yellow clay | |
| From: 212 ft. to 230 ft. | sand and small gravel | |
| From: 230 ft. to 246 ft. | tan clay | |
| From: 246 ft. to 287 ft. | tan sandy clay with sand streaks | |
| From: 287 ft. to 383 ft. | blue clay with blue and white sandy clay streaks | |
| From: 383 ft. to 397 ft. | blue clay with fine sand streaks | |
| From: 397 ft. to 406 ft. | blue clay | |
| From: 406 ft. to 430 ft. | fine sand with tan sandy clay | |
| From: 430 ft. to 443 ft. | tan clay | |
| From: 443 ft. to 454 ft. | fine sand | |
| From: 454 ft. to 456 ft. | tan clay | |
| From: 456 ft. to 460 ft. | fine sand | |