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Specific Water Well Detail |
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| Location Info | |||
| Owner: Brookover Land Enterprises | Status: Constructed | ||
| Location: T23S, R33W, Sec. 33, NE NE SW | County: Finney | ||
| Directions: from Holcomb, 2 mi E and 1.5 mi N | |||
| Latitude: 38.0098925 | Longitude: -100.94864 | Datum NAD 27 | |
| Latitude: 38.0099162 | Longitude: -100.9490822 | 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: 313 ft. | Elevation: ft. | |
| Static Water Level: 122 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 10-Jun-1988 | Well Use: Feedlot | |
| DWR Applic. #: 28333 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Henkle Drilling & Supply Co. 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: PVC
Casing Joints: |
Diam: 6 in. to 313 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: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 293 ft to 313 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft
From: 230 to 235 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Feedyard | ||
| 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 17 ft. | brown sandy clay and caliche | |
| From: 17 ft. to 25 ft. | fine to medium sand and small to medium gravel | |
| From: 25 ft. to 81 ft. | brown sandy clay and fine sand and caliche | |
| From: 81 ft. to 90 ft. | fine to medium coarse sand and small gravel | |
| From: 90 ft. to 102 ft. | brown sandy clay | |
| From: 102 ft. to 121 ft. | fine to medium coarse sand and small gravel | |
| From: 121 ft. to 150 ft. | brown sandy clay and lime rock | |
| From: 150 ft. to 161 ft. | fine to medium coarse sand and few lime rock streaks | |
| From: 161 ft. to 164 ft. | brown sandy clay | |
| From: 164 ft. to 170 ft. | fine to medium sand | |
| From: 170 ft. to 176 ft. | brown sandy clay and lime rock | |
| From: 176 ft. to 192 ft. | fine to medium coarse sand | |
| From: 192 ft. to 196 ft. | brown sandy clay | |
| From: 196 ft. to 219 ft. | fine to medium coarse sand and small gravel | |
| From: 219 ft. to 258 ft. | brown sandy clay and few fine sand streaks | |
| From: 258 ft. to 266 ft. | fine to medium sand | |
| From: 266 ft. to 280 ft. | brown sandy clay and lime rock | |
| From: 280 ft. to 290 ft. | fine sand, small, and sandy clay | |
| From: 290 ft. to 311 ft. | fine to medium coarse sand and small gravel and white rock with very few clay streaks | |
| From: 311 ft. to 315 ft. | soapstone | |
| From: 315 ft. to 320 ft. | weathered shale | |