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Specific Water Well Detail |
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| Location Info | |||
| Owner: John Hancock Agri. Investments | Status: Constructed | ||
| Location: T25S, R34W, Sec. 8, C SE | County: Finney | ||
| Directions: from Holcomb and Hwy 50: 7 mi S, 4 mi W, 1240 feet N, and 1330 feet W | |||
| Latitude: 37.8905304 | Longitude: -101.0711764 | Datum NAD 27 | |
| Latitude: 37.8905532 | Longitude: -101.0716227 | 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: 365 ft. | Elevation: ft. | |
| Static Water Level: 138 ft. | Est. Yield: gpm. | |
| Comp. Date: 30-Nov-1988 | Well Use: Irrigation | |
| DWR Applic. #: 21388 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: MW Drilling | 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 200 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: 200 ft to 365 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 7 ft. | fine sand | |
| From: 7 ft. to 20 ft. | brown sandy clay | |
| From: 20 ft. to 35 ft. | fine medium coarse sand, clay | |
| From: 35 ft. to 50 ft. | brown sandy clay | |
| From: 50 ft. to 80 ft. | fine medium coarse and large sand and good loam | |
| From: 80 ft. to 95 ft. | brown sandy clay | |
| From: 95 ft. to 135 ft. | brown sandy clay sand streaks | |
| From: 135 ft. to 140 ft. | fine medium coarse sand and gravel loose | |
| From: 140 ft. to 160 ft. | fine medium coarse sand and gravel 5% clay | |
| From: 160 ft. to 170 ft. | brown sandy clay sand streaks loose | |
| From: 170 ft. to 185 ft. | blue clay tight | |
| From: 185 ft. to 200 ft. | blue clay, sand streak loose | |
| From: 200 ft. to 215 ft. | fine medium coarse sand 15% clay loam | |
| From: 215 ft. to 230 ft. | fine medium sand and gravel loose | |
| From: 230 ft. to 242 ft. | fine medium sand and gravel loose 50% sandy clay | |
| From: 242 ft. to 247 ft. | fine medium coarse sand and gravel loose | |
| From: 247 ft. to 260 ft. | brown sandy clay 50% sandstone loose | |
| From: 260 ft. to 290 ft. | fine medium coarse sand and gravel 1% clay loose well white rock | |
| From: 290 ft. to 305 ft. | fine medium coarse sand and gravel loose 2% clay small white rock | |
| From: 305 ft. to 322 ft. | fine medium coarse sand and gravel loose 20% clay small white rock | |
| From: 322 ft. to 340 ft. | brown sandy clay tight | |
| From: 340 ft. to 360 ft. | fine medium coarse sand loose | |
| From: 360 ft. to 385 ft. | brown sandy clay tight | |
| From: 385 ft. to 390 ft. | brown yellow bed, clay, tight | |
| From: 390 ft. to 395 ft. | yellow clay and shale tight | |