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Specific Water Well Detail |
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| Location Info | |||
| Owner: Rome, Mike E. | Status: Constructed | ||
| Location: T22S, R34W, Sec. 34, SW NW SE | County: Finney | ||
| Directions: from Holcomb, 7.5 mi N, 2.5 mi W | |||
| Latitude: 38.0951223 | Longitude: -101.0370167 | Datum NAD 27 | |
| Latitude: 38.0951456 | Longitude: -101.037459 | 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: 314 ft. | Elevation: ft. | |
| Static Water Level: 200 ft. | Est. Yield: 1000 gpm. | |
| Comp. Date: 14-Dec-1990 | Well Use: Irrigation | |
| DWR Applic. #: 8567 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Henkle Drilling and Supply | 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: Steel
Casing Joints: |
Diam: 16 in. to 314 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: OTHER | |
| Screen-perforated intervals | From: 210 ft to 240 ft
From: 240 ft to 260 ft From: 270 ft to 310 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | 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 2 ft. | top soil | |
| From: 2 ft. to 20 ft. | brown silty clay, fine sand, and coarse sand streaks | |
| From: 20 ft. to 40 ft. | brown clay | |
| From: 40 ft. to 53 ft. | brown clay with few fine sand streaks | |
| From: 53 ft. to 65 ft. | fine-medium coarse sand with small gravel, few clay streaks | |
| From: 65 ft. to 104 ft. | brown clay | |
| From: 104 ft. to 124 ft. | fine-medium coarse sand with few small gravel | |
| From: 124 ft. to 154 ft. | brown clay with coarse sand streaks | |
| From: 154 ft. to 171 ft. | fine-medium coarse sand with couple clay streaks | |
| From: 171 ft. to 175 ft. | brown clay | |
| From: 175 ft. to 179 ft. | fine-medium coarse sand with few small gravel | |
| From: 179 ft. to 192 ft. | cemented sand and brown sandy clay | |
| From: 192 ft. to 205 ft. | fine-medium-coarse sand, few small gravel, and brown rock | |
| From: 205 ft. to 217 ft. | brown sandy clay with fine sand streaks | |
| From: 217 ft. to 225 ft. | fine-medium coarse sand with few small gravel and brown rock | |
| From: 225 ft. to 240 ft. | brown clay, limestone, fine sand streaks | |
| From: 240 ft. to 250 ft. | brown clay and sticky ledges | |
| From: 250 ft. to 260 ft. | fine-medium sand with few coarse | |
| From: 260 ft. to 270 ft. | brown clay with few hard ledges | |
| From: 270 ft. to 310 ft. | fine-medium coarse sand with cemented sand and white rock | |
| From: 310 ft. to 320 ft. | shale | |