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Specific Water Well Detail |
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| Location Info | |||
| Owner: Moler, John | Status: Constructed | ||
| Location: T24S, R31W, Sec. 27, NW NW NW | County: Finney | ||
| Directions: from Pierceville, 2.5 mi W and 4.5 mi N | |||
| Latitude: 37.944006 | Longitude: -100.7179372 | Datum NAD 27 | |
| Latitude: 37.944028 | Longitude: -100.7183712 | 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: 338 ft. | Elevation: ft. | |
| Static Water Level: 135 ft. | Est. Yield: gpm. | |
| Comp. Date: 10-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: Hydro Resources Mid Continent, Inc. | License #: 145 | |
| Scanned Form | ||
| View form(s) on screen | Download scan(s) | |
| The download files contain one or more TIFF images compressed into a ZIP archive. Your browser may be already set up to decompress these files. The TIFFs are 300 dpi archival-quality scans of the WWC5 forms and can be viewed by software like Adobe PhotoShop. | ||
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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: 225 ft to 240 ft
From: 255 ft to 265 ft From: 285 ft to 335 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 37 ft. | brown sandy clay | |
| From: 37 ft. to 65 ft. | sand fine med. coarse, fairly loose | |
| From: 65 ft. to 80 ft. | brown clay and some caliche | |
| From: 80 ft. to 87 ft. | sand and gravel | |
| From: 87 ft. to 100 ft. | brown clay and caliche | |
| From: 100 ft. to 108 ft. | cemented sand, fine med. coarse | |
| From: 108 ft. to 121 ft. | brown clay, gyp rock and caliche. used water | |
| From: 121 ft. to 140 ft. | sand fine med. coarse, small gravel. loose. used lots of water and very fine clay st. | |
| From: 140 ft. to 180 ft. | sand fine med. coarse, small gravel. some white rock. loose. used lots of water | |
| From: 180 ft. to 208 ft. | brown clay, gyp rock and caliche | |
| From: 208 ft. to 229 ft. | sand fine med. coarse, small, coarse, very small clay st. used lots of water | |
| From: 229 ft. to 236 ft. | brown clay and gyp rock | |
| From: 236 ft. to 239 ft. | sand fine med. coarse, small gravel and small white rock. loose. used water | |
| From: 239 ft. to 254 ft. | brown clay, sand st. and caliche | |
| From: 254 ft. to 280 ft. | sand fine med. coarse, small coarse, fine, med., small white rock. loose. used water | |
| From: 280 ft. to 310 ft. | sand fine med. coarse, small gravel. small white rock. loose. used lots of water | |
| From: 310 ft. to 320 ft. | sand fine med. coarse, small gravel. small white rock and clay st. loose. used lots of water | |
| From: 320 ft. to 331 ft. | brown clay, some white rock and fine sand | |
| From: 331 ft. to 335 ft. | white rock, tan rock and sandstone. some clay. hard. used lots of water | |
| From: 335 ft. to 338 ft. | brown clay | |
| From: 338 ft. to 340 ft. | shale | |