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Specific Water Well Detail |
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| Location Info | |||
| Owner: Hoeme, Herman | Status: Constructed | ||
| Location: T22S, R32W, Sec. 21, SW SE SE | County: Finney | ||
| Directions: From Garden City, 9 mi N, .75 mi E | |||
| Latitude: 38.1206339 | Longitude: -100.8318176 | Datum NAD 27 | |
| Latitude: 38.1206559 | Longitude: -100.8322529 | 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: 280 ft. | Elevation: ft. | |
| Static Water Level: 135 ft. | Est. Yield: gpm. | |
| Comp. Date: 04-May-1982 | Well Use: Irrigation | |
| DWR Applic. #: 1350 | 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:
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 180 ft
From: 200 ft to 240 ft From: 0 ft to 0 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 2 ft. | top soil | |
| From: 2 ft. to 18 ft. | brown sandy clay | |
| From: 18 ft. to 80 ft. | fine sand - few sandy clay streaks | |
| From: 80 ft. to 91 ft. | sand - fine to med | |
| From: 91 ft. to 111 ft. | brown and gray clay | |
| From: 111 ft. to 116 ft. | limerock and sand rock small clay stk | |
| From: 116 ft. to 150 ft. | fine to medium sand, few coarse, few small sandy clay streaks and very few cemented ledges | |
| From: 150 ft. to 160 ft. | fine to medium coarse sand with very few small gravel | |
| From: 160 ft. to 179 ft. | fine to medium coarse sand small and few medium gravel, loose | |
| From: 179 ft. to 189 ft. | brown and brown sandy clay | |
| From: 189 ft. to 196 ft. | sand - fine to med, sandy clay | |
| From: 196 ft. to 208 ft. | sand - fine to med, sand rock and limerock, uses water | |
| From: 208 ft. to 217 ft. | sand - fine to medium sandy clay sand rock and limerock | |
| From: 217 ft. to 226 ft. | fine to medium coarse sand, small to med gravel, and small to med white rock | |
| From: 226 ft. to 236 ft. | white rock and soapstone streaks, firm and rough | |
| From: 236 ft. to 250 ft. | soapstone and white rock | |
| From: 250 ft. to 259 ft. | sand - fine, white rock and soapstone | |
| From: 259 ft. to 277 ft. | brown sandstone and soapstone uses water added bran | |
| From: 277 ft. to 280 ft. | shale | |