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Specific Water Well Detail |
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| Location Info | |||
| Owner: Batchelder, Janet | Status: Constructed | ||
| Location: T26S, R33W, Sec. 31, SW NE SW | County: Finney | ||
| Directions: from Garden City, 13 mi S on Hwy 83, 6 mi W, 1.75 mi S, and 0.25 mi E | |||
| Latitude: 37.7413708 | Longitude: -100.9741277 | Datum NAD 27 | |
| Latitude: 37.7413945 | Longitude: -100.9745734 | 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: 386 ft. | Elevation: ft. | |
| Static Water Level: 129 ft. | Est. Yield: 1400 gpm. | |
| Comp. Date: 22-Oct-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: 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:
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: 160 ft to 320 ft
From: 320 ft to 340 ft From: 340 ft to 386 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 9 ft. | fine sand and clay | |
| From: 9 ft. to 22 ft. | brown clay | |
| From: 22 ft. to 35 ft. | sand and clay | |
| From: 35 ft. to 60 ft. | brown clay | |
| From: 60 ft. to 127 ft. | medium to coarse gravel loose | |
| From: 127 ft. to 140 ft. | fine to medium sand and gravel stks. Of coarse gravel 10% clay loose | |
| From: 140 ft. to 173 ft. | fine to medium sand and gravel loose | |
| From: 173 ft. to 189 ft. | brown clay | |
| From: 189 ft. to 200 ft. | fine to medium sand and gravel 10% clay loose | |
| From: 200 ft. to 222 ft. | blue clay | |
| From: 222 ft. to 230 ft. | fine to medium sand and gravel loose | |
| From: 230 ft. to 245 ft. | fine to medium sand and gravel 10% clay loose | |
| From: 245 ft. to 277 ft. | blue clay | |
| From: 277 ft. to 287 ft. | blue clay 30% gravel | |
| From: 287 ft. to 305 ft. | fine to medium sand and gravel 10% clay loose | |
| From: 305 ft. to 344 ft. | fine to medium sand and gravel loose | |
| From: 344 ft. to 354 ft. | brown clay | |
| From: 354 ft. to 365 ft. | fine to medium sand and gravel 10% clay loose | |
| From: 365 ft. to 386 ft. | fine to medium sand and gravel loose | |
| From: 386 ft. to 395 ft. | brown clay tight | |
| From: 395 ft. to 412 ft. | brown clay streaks. Of fine sand 30% | |
| From: 412 ft. to 470 ft. | brown clay tight | |
| From: 470 ft. to 476 ft. | brown and yellow clay with brown rock hard | |
| From: 476 ft. to 480 ft. | yellow clay brown rock and shale hard | |