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Specific Water Well Detail |
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| Location Info | |||
| Owner: Moler, John | Status: Constructed | ||
| Location: T24S, R31W, Sec. 34, SE NE SE | County: Finney | ||
| Directions: from Pierceville, 3 mi NW | |||
| Latitude: 37.9204502 | Longitude: -100.7020556 | Datum NAD 27 | |
| Latitude: 37.9204724 | Longitude: -100.7024892 | 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: 281 ft. | Elevation: ft. | |
| Static Water Level: 140 ft. | Est. Yield: gpm. | |
| Comp. Date: 09-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: 250 ft to 280 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 10 ft. | brown sandy clay | |
| From: 10 ft. to 42 ft. | brown clay and caliche | |
| From: 42 ft. to 62 ft. | sand fine med. coarse, small gravel | |
| From: 62 ft. to 78 ft. | brown clay and gyp rock | |
| From: 78 ft. to 116 ft. | sand fine med. coarse, small gravel. loose. used water. | |
| From: 116 ft. to 130 ft. | sand fine med. coarse, small gravel. clay st. | |
| From: 130 ft. to 140 ft. | brown sandy clay and sand | |
| From: 140 ft. to 173 ft. | brown clay, gyp rock and sand st. | |
| From: 173 ft. to 200 ft. | sand fine med. coarse, few med., small gravel, few med., small white rock. real loose. very fine clay st. used lots of water | |
| From: 200 ft. to 216 ft. | brown clay, sticky | |
| From: 216 ft. to 240 ft. | sand fine med. coarse, few, med., small gravel, few med., small white rock. real loose. used lots of water | |
| From: 240 ft. to 272 ft. | sand fine med. coarse, med. to small gravel, small white and tan rock. real loose. used lots of water. good | |
| From: 272 ft. to 274 ft. | brown clay | |
| From: 274 ft. to 279 ft. | sand and gravel, fine med. coarse, med. to small gravel. real loose. used lots of water. very good | |
| From: 279 ft. to 294 ft. | brown clay | |
| From: 294 ft. to 300 ft. | shale | |