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Specific Water Well Detail |
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| Location Info | |||
| Owner: McGraw, Doug | Status: Constructed | ||
| Location: T26S, R31W, Sec. 9, C NW | County: Finney | ||
| Directions: from Pierceville: 4 mi S on Hwy 50, .38 mi W, 1 mi S, 1.75 mi W, .25 S | |||
| Latitude: 37.8059759 | Longitude: -100.7195423 | Datum NAD 27 | |
| Latitude: 37.8059992 | Longitude: -100.7199778 | 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: 290 ft. | Elevation: ft. | |
| Static Water Level: 93 ft. | Est. Yield: gpm. | |
| Comp. Date: 23-Mar-1989 | Well Use: Irrigation | |
| DWR Applic. #: 16185 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| 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: Steel
Casing Joints: |
Diam: 16 in. to 160 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: Mill slot | |
| Screen-perforated intervals | From: 160 ft to 290 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 20 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 1 ft. | top soil | |
| From: 1 ft. to 33 ft. | fine sand | |
| From: 33 ft. to 82 ft. | medium coarse gravel loose | |
| From: 82 ft. to 91 ft. | brown sandy clay | |
| From: 91 ft. to 128 ft. | fine to medium sand and gravel loose | |
| From: 128 ft. to 139 ft. | brown sandy clay | |
| From: 139 ft. to 147 ft. | fine to medium sand and gravel | |
| From: 147 ft. to 160 ft. | brown sandy clay | |
| From: 160 ft. to 168 ft. | fine to medium sand loose | |
| From: 168 ft. to 175 ft. | brown sandy clay | |
| From: 175 ft. to 181 ft. | fine to medium sand and gravel | |
| From: 181 ft. to 212 ft. | fine to medium sand and gravel loose | |
| From: 212 ft. to 216 ft. | brown sandy clay | |
| From: 216 ft. to 226 ft. | brown sandy clay, small gravel streak | |
| From: 226 ft. to 252 ft. | brown sandy clay | |
| From: 252 ft. to 271 ft. | brown sandy clay (sticky) | |
| From: 271 ft. to 275 ft. | fine to medium sand and gravel tight | |
| From: 275 ft. to 290 ft. | brown sandy clay | |
| From: 290 ft. to 304 ft. | yellow clay and yellow rock mixed tight | |
| From: 304 ft. to 320 ft. | shale hard pull down | |