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Specific Water Well Detail |
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| Location Info | |||
| Owner: Withers, Lawrence/ Meadors, Roy | Status: Constructed | ||
| Location: T30S, R34W, Sec. 17, N2 SW | County: Haskell | ||
| Directions: from Satanta: 2.75 mi W, .5 mi N | |||
| Latitude: 37.4368144 | Longitude: -101.0662334 | Datum NAD 27 | |
| Latitude: 37.4368388 | Longitude: -101.0666781 | 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: 577 ft. | Elevation: ft. | |
| Static Water Level: 231 ft. | Est. Yield: 2000 gpm. | |
| Comp. Date: 29-Mar-1976 | 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: 297 ft to 417 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 70 ft. | brown sandy clay and caliche and few sand st. | |
| From: 70 ft. to 170 ft. | sand and gravel fine medium coarse, small and large. Loose. Used lots of water. Rough and rugged | |
| From: 170 ft. to 180 ft. | brown sandy clay and sand and gravel | |
| From: 180 ft. to 242 ft. | sand fine medium coarse and small gravel. Used lots of water. Mud. Heavy | |
| From: 242 ft. to 247 ft. | brown clay | |
| From: 247 ft. to 289 ft. | sand fine medium coarse and small gravel. Loose. Used lots of water. Mud. Heavy | |
| From: 289 ft. to 417 ft. | sand fine medium coarse, medium to small gravel and very few clay and lime rock st. loose. Used water. Mud. Heavy | |
| From: 417 ft. to 470 ft. | brown clay and lime rock (clay sticky) | |
| From: 470 ft. to 480 ft. | sand fine medium coarse, med. Small gravel and few tiny white rock | |
| From: 480 ft. to 500 ft. | brown clay, brown and white sandstone. Used lots of water | |
| From: 500 ft. to 510 ft. | brown clay and lime rock (firm) | |
| From: 510 ft. to 540 ft. | soapstone and yellow clay and st. of Dakota | |
| From: 540 ft. to 575 ft. | brown sandstone and sts. Of brown and yellow clay. Real loose in places. Used lots of water. Lost 50% circulation at 547 ft. | |
| From: 575 ft. to 580 ft. | red shale (firm) | |