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Specific Water Well Detail |
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| Location Info | |||
| Owner: Mott, Melvin | Status: Constructed | ||
| Location: T26S, R31W, Sec. 4, NE | County: Finney | ||
| Directions: from Pierceville, 3.5 mi S, 2 mi W | |||
| Latitude: 37.8241358 | Longitude: -100.7104168 | Datum NAD 27 | |
| Latitude: 37.8241589 | Longitude: -100.7108518 | 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: 213 ft. | Elevation: ft. | |
| Static Water Level: 94 ft. | Est. Yield: 800 gpm. | |
| Comp. Date: 17-Mar-1993 | Well Use: Irrigation | |
| DWR Applic. #: 13879 | Other ID: | |
| Links | |
| No Wizard information available. | |
| 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 163 ft after 4 hours pumping 800 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 213 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: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 130 ft to 160 ft
From: 1713 ft to 213 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 2 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 3 ft. | silt | |
| From: 3 ft. to 20 ft. | clay silt sandy clay | |
| From: 20 ft. to 90 ft. | medium sand coarse sand very coarse gravel | |
| From: 90 ft. to 96 ft. | caliche fine sand | |
| From: 96 ft. to 107 ft. | fine sand coarse sand very coarse gravel | |
| From: 107 ft. to 116 ft. | clay | |
| From: 116 ft. to 120 ft. | fine sand medium sand | |
| From: 120 ft. to 125 ft. | clay | |
| From: 125 ft. to 140 ft. | fine sand medium sand | |
| From: 140 ft. to 150 ft. | sandstone | |
| From: 150 ft. to 160 ft. | fine sand medium sand rock and sand | |
| From: 160 ft. to 173 ft. | clay | |
| From: 173 ft. to 185 ft. | fine sand coarse sand rock and sand | |
| From: 185 ft. to 187 ft. | clay | |
| From: 187 ft. to 209 ft. | fine sand medium sand clay | |
| From: 209 ft. to 227 ft. | clay | |
| From: 227 ft. to 241 ft. | shale and limestone | |
| From: 241 ft. to 260 ft. | shale | |