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Specific Water Well Detail |
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| Location Info | |||
| Owner: Riphahn, Martin | Status: Constructed | ||
| Location: T29S, R31W, Sec. 18, SW NW NW | County: Haskell | ||
| Directions: from Sublette: 5 mi E, 1.5 mi N | |||
| Latitude: 37.530218 | Longitude: -100.7601608 | Datum NAD 27 | |
| Latitude: 37.5302426 | Longitude: -100.7605985 | 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: 408 ft. | Elevation: ft. | |
| Static Water Level: 196 ft. | Est. Yield: 1420 gpm. | |
| Comp. Date: 20-Dec-1975 | 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 390 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 2 ft. | top soil | |
| From: 2 ft. to 63 ft. | brown clay | |
| From: 63 ft. to 79 ft. | sand fine to med coarse and med small gravel | |
| From: 79 ft. to 90 ft. | brown sandy clay | |
| From: 90 ft. to 120 ft. | sand fine to med coarse, small gravel and very fine sandy clay sts. | |
| From: 120 ft. to 362 ft. | sand and gravel, fine to med coarse, small and some large, ragged in places, used lots of water (mixed mud at 220 feet) | |
| From: 362 ft. to 370 ft. | brown clay and limerock | |
| From: 370 ft. to 396 ft. | sand and gravel fine to med coarse and small, loose, used lots of water, few clay and limerock sts | |
| From: 396 ft. to 400 ft. | brown clay and limerock | |
| From: 400 ft. to 406 ft. | sand fine to med coarse and med small gravel (loose) used water | |
| From: 406 ft. to 440 ft. | clay and limerock | |
| From: 440 ft. to 500 ft. | brown sandy clay, limerock and coarse sand sts | |