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Specific Water Well Detail |
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| Location Info | |||
| Owner: Smith, Russell | Status: Constructed | ||
| Location: T27S, R32W, Sec. 36, NW NW NW | County: Haskell | ||
| Directions: from Copeland: 8 mi NW | |||
| Latitude: 37.6630111 | Longitude: -100.778197 | Datum NAD 27 | |
| Latitude: 37.6630354 | Longitude: -100.7786353 | 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: 553 ft. | Elevation: ft. | |
| Static Water Level: 210 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 03-Apr-1978 | 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: 300 ft to 420 ft
From: 513 ft to 523 ft From: 543 ft to 553 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 clay, caliche and small sand streaks | |
| From: 70 ft. to 100 ft. | brown sandy clay, caliche and coarse sand | |
| From: 100 ft. to 170 ft. | sand fine to med coarse, small to large gravel. Drilled ragged | |
| From: 170 ft. to 222 ft. | cemented sand and gravel and cobblestones. Drilled rough and ragged - used a lot of water. Mud heavy. | |
| From: 222 ft. to 227 ft. | brown sandy clay and sand | |
| From: 227 ft. to 240 ft. | brown and blue clay | |
| From: 240 ft. to 279 ft. | blue clay - sticky | |
| From: 279 ft. to 300 ft. | sandy blue clay | |
| From: 300 ft. to 310 ft. | sand fine to med coarse, small gravel (blue color). Used water | |
| From: 310 ft. to 330 ft. | sand fine to med coarse, small gravel. Some clay and limerock | |
| From: 330 ft. to 340 ft. | brown clay and limerock | |
| From: 340 ft. to 360 ft. | sand fine to med coarse with small gravel. Drilled firm and ragged. Used a lot of water | |
| From: 360 ft. to 375 ft. | brown clay and limerock with sand and gravel mixed | |
| From: 375 ft. to 385 ft. | brown clay and limerock | |
| From: 385 ft. to 430 ft. | sand fine to med coarse, small gravel. Drilled firm to loose - used water | |
| From: 430 ft. to 525 ft. | brown clay, limerock with very small sand streaks Clay was sticky | |
| From: 525 ft. to 548 ft. | sand fine to med coarse small brown gravel with brown and tan rock | |
| From: 548 ft. to 570 ft. | brown clay, soapstone and limerock | |