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Specific Water Well Detail |
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| Location Info | |||
| Owner: Rapp and Reed | Status: Constructed | ||
| Location: T24S, R34W, Sec. 9, SE SW SW | County: Finney | ||
| Directions: from S side of Holcomb, 0.5 mi S over river bridge, 3.7 mi W, 60 feet N | |||
| Latitude: 37.9752043 | Longitude: -101.0624739 | Datum NAD 27 | |
| Latitude: 37.9752274 | Longitude: -101.0629192 | 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: 375 ft. | Elevation: ft. | |
| Static Water Level: 52 ft. | Est. Yield: gpm. | |
| Comp. Date: 16-Mar-1993 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| 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: PVC
Casing Joints: |
Diam: 6 in. to 310 ft
Diam: 6 in. to 375 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: Saw cut | |
| Screen-perforated intervals | From: 310 ft to 370 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: 5 to 25 ft
From: 250 to 270 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 44 ft. | medium coarse gravel | |
| From: 44 ft. to 60 ft. | brown clay | |
| From: 60 ft. to 72 ft. | fine to medium sand gravel | |
| From: 72 ft. to 86 ft. | brown clay | |
| From: 86 ft. to 120 ft. | blue clay | |
| From: 120 ft. to 158 ft. | fine to medium sand gravel | |
| From: 158 ft. to 170 ft. | brown clay | |
| From: 170 ft. to 187 ft. | fine to medium sand gravel | |
| From: 187 ft. to 244 ft. | brown clay | |
| From: 244 ft. to 249 ft. | fine to medium sand gravel | |
| From: 249 ft. to 283 ft. | brown clay, hard, sticky | |
| From: 283 ft. to 286 ft. | fine to medium sand gravel | |
| From: 286 ft. to 313 ft. | brown clay | |
| From: 313 ft. to 325 ft. | fine to medium sand gravel | |
| From: 325 ft. to 334 ft. | brown clay, hard | |
| From: 334 ft. to 338 ft. | fine to medium sand gravel | |
| From: 338 ft. to 346 ft. | brown sandy clay | |
| From: 346 ft. to 370 ft. | fine to medium sand gravel and yellow rock mixed, loose | |
| From: 370 ft. to 380 ft. | yellow clay, hard | |