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Specific Water Well Detail |
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| Location Info | |||
| Owner: Odgers, Marvin | Status: Constructed | ||
| Location: T31S, R32W, Sec. 4, SW SW SW | County: Seward | ||
| Directions: from Santana: 8 mi E, 4.25 mi S | |||
| Latitude: 37.3741061 | Longitude: -100.8137314 | Datum NAD 27 | |
| Latitude: 37.374159 | Longitude: -100.8141692 | 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: 555 ft. | Elevation: ft. | |
| Static Water Level: 216 ft. | Est. Yield: 1850 gpm. | |
| Comp. Date: 26-Jun-1980 | Well Use: Irrigation | |
| DWR Applic. #: 270/7971/13906/18482 | 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: 293 ft to 333 ft
From: 333 ft to 343 ft From: 368 ft to 378 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 24 ft. | brown clay | |
| From: 24 ft. to 55 ft. | sand fine to med and brown sandy clay sts | |
| From: 55 ft. to 73 ft. | sand fine to med coarse | |
| From: 73 ft. to 84 ft. | brown sandy clay and caliche | |
| From: 84 ft. to 125 ft. | sand fine to med coarse small to med gravel few large gravel few sandy clay sts, cemented ledge at 103 feet | |
| From: 125 ft. to 132 ft. | brown sandy clay and sand sts | |
| From: 132 ft. to 200 ft. | sand fine to med coarse small to large gravel few sandy clay sts uses water | |
| From: 200 ft. to 226 ft. | sand fine to med coarse small to med gravel uses water | |
| From: 226 ft. to 233 ft. | brown and white clay | |
| From: 233 ft. to 279 ft. | blue clay | |
| From: 279 ft. to 295 ft. | sand fine to med coarse small gravel limerock and few clay sts uses water | |
| From: 295 ft. to 343 ft. | sand fine to med coarse small gravel limerock uses little water | |
| From: 343 ft. to 367 ft. | brown sandy clay, limerock and few sand sts | |
| From: 367 ft. to 378 ft. | sand fine to med coarse small gravel, few sandy clay sts uses water | |
| From: 378 ft. to 395 ft. | brown sandy clay, sticky in places, limerock and fine sand sts | |
| From: 395 ft. to 440 ft. | brown clay sticky and limerock | |
| From: 440 ft. to 456 ft. | sand fine and small uses water | |
| From: 456 ft. to 467 ft. | brown clay and caliche | |
| From: 467 ft. to 495 ft. | sticky clay and sandstone sts | |
| From: 495 ft. to 553 ft. | yellow and white sand | |
| From: 553 ft. to 555 ft. | white soapstone | |
| From: 555 ft. to 560 ft. | red bed | |