|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: K.N. Energy, Inc. | Status: Constructed | ||
| Location: T24S, R34W, Sec. 4, NE NE NE | County: Finney | ||
| Directions: from NW corner of Holcomb: 1 mi N, 3 mi W, 250 feet S, and 265 feet W | |||
| Latitude: 38.0024415 | Longitude: -101.0489865 | Datum NAD 27 | |
| Latitude: 38.002465 | Longitude: -101.0494313 | 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: 390 ft. | Elevation: ft. | |
| Static Water Level: 124 ft. | Est. Yield: gpm. | |
| Comp. Date: 24-Aug-1991 | Well Use: Domestic | |
| DWR Applic. #: 8265 IN DM | Other ID: | |
| Driller Info | ||
| Driller: MW Drilling | 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. | ||
|
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: 8 in. to 290 ft
Diam: 8 in. to 330 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: 330 ft to 390 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout, Bentonite | From: 6 to 26 ft
From: 26 to 317 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 32 ft. | brown clay | |
| From: 32 ft. to 36 ft. | fine to medium sand and gravel loose | |
| From: 36 ft. to 72 ft. | brown clay | |
| From: 72 ft. to 98 ft. | brown sandy clay small gravel streak | |
| From: 98 ft. to 104 ft. | fine to medium sand and gravel | |
| From: 104 ft. to 113 ft. | brown sandy clay | |
| From: 113 ft. to 123 ft. | brown sandy clay 10% sand | |
| From: 123 ft. to 150 ft. | brown sandy clay | |
| From: 150 ft. to 156 ft. | fine to medium sand and gravel | |
| From: 156 ft. to 166 ft. | brown sandy clay | |
| From: 166 ft. to 169 ft. | brown sandy clay small sand streak | |
| From: 169 ft. to 185 ft. | brown sandy clay | |
| From: 185 ft. to 194 ft. | fine to medium sand and gravel loose | |
| From: 194 ft. to 201 ft. | brown sandy clay | |
| From: 201 ft. to 205 ft. | brown sandy clay and gravel streak | |
| From: 205 ft. to 220 ft. | brown sandy clay | |
| From: 220 ft. to 225 ft. | fine to medium sand and gravel loose | |
| From: 225 ft. to 236 ft. | brown sandy clay | |
| From: 236 ft. to 248 ft. | fine to medium sand and gravel | |
| From: 248 ft. to 264 ft. | brown sandy clay | |
| From: 264 ft. to 275 ft. | fine to medium sand and gravel loose | |
| From: 275 ft. to 286 ft. | fine to medium sand 10% clay | |
| From: 286 ft. to 293 ft. | brown sandy clay | |
| From: 293 ft. to 301 ft. | fine to medium sand and gravel loose | |
| From: 301 ft. to 307 ft. | brown sandy clay | |
| From: 307 ft. to 315 ft. | fine to medium sand and gravel | |
| From: 315 ft. to 333 ft. | brown sandy clay | |
| From: 333 ft. to 387 ft. | fine to medium sand and gravel loose | |
| From: 387 ft. to 393 ft. | yellow clay | |
| From: 393 ft. to 400 ft. | shale | |