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Specific Water Well Detail |
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| Location Info | |||
| Owner: Funk, Roger | Status: Constructed | ||
| Location: T23S, R33W, Sec. 14, NE NW NW | County: Finney | ||
| Directions: from Garden City, 5 mi N, 2 mi W | |||
| Latitude: 38.0611832 | Longitude: -100.9163514 | Datum NAD 27 | |
| Latitude: 38.0612064 | Longitude: -100.9167911 | 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: 302 ft. | Elevation: ft. | |
| Static Water Level: 135 ft. | Est. Yield: 25 gpm. | |
| Comp. Date: 29-Sep-1986 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| 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 302 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: 280 ft to 302 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Neat cement, Bentonite | From: 0 to 10 ft
From: 260 to 270 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Septic Tank | ||
| 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 8 ft. | brown sandy clay | |
| From: 8 ft. to 23 ft. | fine sand and brown sandy clay streaks | |
| From: 23 ft. to 49 ft. | brown sandy clay and caliche, few fine sand streaks | |
| From: 49 ft. to 72 ft. | tan sandy clay | |
| From: 72 ft. to 103 ft. | tan sandy clay and fine sand streaks | |
| From: 103 ft. to 142 ft. | brown sandy clay and caliche | |
| From: 142 ft. to 155 ft. | brown sandy clay and caliche and gyp streaks | |
| From: 155 ft. to 158 ft. | sand, fine to medium and coarse | |
| From: 158 ft. to 170 ft. | sand, fine to medium and brown sandy clay streaks | |
| From: 170 ft. to 176 ft. | brown sandy clay | |
| From: 176 ft. to 186 ft. | sand, fine to medium and coarse | |
| From: 186 ft. to 190 ft. | cemented sand and fine sand | |
| From: 190 ft. to 205 ft. | brown sandy clay and few fine sand streaks | |
| From: 205 ft. to 214 ft. | sand, fine to medium and some coarse and few cemented | |
| From: 214 ft. to 253 ft. | brown sandy clay, fine sand streaks | |
| From: 253 ft. to 275 ft. | sand, fine to medium and few clay streaks | |
| From: 275 ft. to 281 ft. | sand, fine to medium, some coarse | |
| From: 281 ft. to 295 ft. | sand, fine to medium and coarse, few small gravel and white rock | |
| From: 295 ft. to 297 ft. | limerock (hard) | |
| From: 297 ft. to 302 ft. | sand, fine to medium, and few coarse and white rock streaks | |
| From: 302 ft. to 310 ft. | soapstone and limerock | |
| From: 310 ft. to 315 ft. | weathered shale | |