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Specific Water Well Detail |
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| Location Info | |||
| Owner: Trimpa, Gene | Status: Constructed | ||
| Location: T28S, R33W, Sec. 27, E2 W2 NE | County: Haskell | ||
| Directions: from Sublette: 4 mi E, 6.75 mi N | |||
| Latitude: 37.5877341 | Longitude: -100.9125915 | Datum NAD 27 | |
| Latitude: 37.5877585 | Longitude: -100.9130346 | 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: 603 ft. | Elevation: ft. | |
| Static Water Level: 369 ft. | Est. Yield: 1100 gpm. | |
| Comp. Date: 01-Aug-1989 | Well Use: Irrigation | |
| DWR Applic. #: 17718 | Other ID: | |
| Links | |
| No Wizard information available. | |
| 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: Steel
Casing Joints: |
Diam: 16 in. to 603 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: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 395 ft to 475 ft
From: 480 ft to 600 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| 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 43 ft. | brown sandy clay and some small limerock streaks | |
| From: 43 ft. to 181 ft. | sand fine to medium coarse. small to medium gravel. Cemented in places with couple small clay streaks | |
| From: 181 ft. to 185 ft. | brown sandy clay and limerock | |
| From: 185 ft. to 361 ft. | sand fine to medium coarse. Small to medium gravel | |
| From: 361 ft. to 367 ft. | cemented ledge and brown clay | |
| From: 367 ft. to 407 ft. | sand fine to medium coarse, some small gravel | |
| From: 407 ft. to 410 ft. | gray clay | |
| From: 410 ft. to 439 ft. | sand fine to medium coarse. Cemented from 430 feet - 439 feet | |
| From: 439 ft. to 457 ft. | sand fine to medium coarse | |
| From: 457 ft. to 490 ft. | brown sandy clay and limerock and some fine sand streaks | |
| From: 490 ft. to 527 ft. | sand fine to medium | |
| From: 527 ft. to 564 ft. | sand fine to medium coarse. Small to some medium brown and black rock | |
| From: 564 ft. to 569 ft. | brown sandy clay | |
| From: 569 ft. to 600 ft. | brown sandy rock | |
| From: 600 ft. to 660 ft. | shale and some hard shale ledge | |
| From: 660 ft. to 668 ft. | sandstone | |
| From: 668 ft. to 699 ft. | shale and some small sandstone streaks | |
| From: 699 ft. to 703 ft. | limestone hard | |
| From: 703 ft. to 715 ft. | soapstone | |
| From: 715 ft. to 720 ft. | red bed | |