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Specific Water Well Detail |
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| Location Info | |||
| Owner: Giles, C. L. | Status: Constructed | ||
| Location: T27S, R32W, Sec. 22, NW SW NW | County: Haskell | ||
| Directions: from Sublette: 13.75 mi N, 1.5 mi E | |||
| Latitude: 37.6885984 | Longitude: -100.8147472 | Datum NAD 27 | |
| Latitude: 37.6886225 | Longitude: -100.8151869 | 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: 485 ft. | Elevation: ft. | |
| Static Water Level: 147 ft. | Est. Yield: gpm. | |
| Comp. Date: 05-Jan-1977 | 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: 270 ft to 310 ft
From: 330 ft to 370 ft From: 405 ft to 425 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 60 ft. | brown sandy clay | |
| From: 60 ft. to 150 ft. | sand and gravel, used lots of water, mud heavy, ragged in places | |
| From: 150 ft. to 157 ft. | brown clay | |
| From: 157 ft. to 180 ft. | sand fine medium coarse, small gravel, brown sandy clay and caliche | |
| From: 180 ft. to 200 ft. | blue clay and brown clay | |
| From: 200 ft. to 212 ft. | sand fine med. coarse, few small gravel and gray clay | |
| From: 212 ft. to 220 ft. | brown clay | |
| From: 220 ft. to 240 ft. | brown sandy clay and coarse sand streaks | |
| From: 240 ft. to 260 ft. | sand fine med. coarse, small gravel and clay and caliche sts. | |
| From: 260 ft. to 325 ft. | sand fine med. coarse, small gravel and clay and caliche sts. | |
| From: 325 ft. to 350 ft. | sand fine med. coarse, small gravel, loose, used water | |
| From: 350 ft. to 370 ft. | brown clay, sand streaks and lime rock sts. | |
| From: 370 ft. to 407 ft. | brown clay, very fine sand streaks, clay sticky | |
| From: 407 ft. to 423 ft. | sand fine med. coarse, few med. small gravel and fine sandy clay | |
| From: 423 ft. to 440 ft. | brown clay, lime rock and fine sand | |
| From: 440 ft. to 452 ft. | brown clay, brown rock and sand, fairly loose, used some water | |
| From: 452 ft. to 462 ft. | sand, sandstone and soapstone and sts. of yellow clay, used lots of water | |
| From: 462 ft. to 483 ft. | brown sandstone, sts. of yellow clay, brown rock sts. and soapstone, firm, used lots of water. Mixed 8 bags of Quik Gel at 460 ft. | |
| From: 483 ft. to 490 ft. | yellow clay and soapstone | |
| From: 490 ft. to 500 ft. | shale | |