|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Staley, James and Sidni | Status: Constructed | ||
| Location: T25S, R32W, Sec. 28, NE SW SE | County: Finney | ||
| Directions: from Garden City: 8 mi S on Hwy 83 to Pete Smith Rd, 2.33 mi E, 1305' N, 1360' W | |||
| Latitude: 37.8467442 | Longitude: -100.8343389 | Datum NAD 27 | |
| Latitude: 37.8467676 | Longitude: -100.8347783 | 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: 410 ft. | Elevation: ft. | |
| Static Water Level: 170 ft. | Est. Yield: gpm. | |
| Comp. Date: 29-Sep-2008 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| Scanned Form | |
| View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. | |
|
Chemical Sample Submitted?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to 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: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | topsoil | |
| From: 1 ft. to 20 ft. | brown sandy clay | |
| From: 20 ft. to 38 ft. | brown clay | |
| From: 38 ft. to 50 ft. | fine to medium sand and gravel | |
| From: 50 ft. to 125 ft. | medium coarse gravel | |
| From: 125 ft. to 157 ft. | fine to medium sand and gravel | |
| From: 157 ft. to 172 ft. | brown yellow clay | |
| From: 172 ft. to 176 ft. | fine to medium sand | |
| From: 176 ft. to 185 ft. | brown sandy clay | |
| From: 185 ft. to 190 ft. | fine to medium sand and gravel | |
| From: 190 ft. to 207 ft. | brown sandy clay | |
| From: 207 ft. to 240 ft. | brown sandy clay with streaks of gravel | |
| From: 240 ft. to 243 ft. | white rock | |
| From: 243 ft. to 300 ft. | fine to medium sand and gravel with clay strips | |
| From: 300 ft. to 309 ft. | brown sandy clay | |
| From: 309 ft. to 323 ft. | fine to medium sand and gravel with clay strips | |
| From: 323 ft. to 339 ft. | brown sandy clay | |
| From: 339 ft. to 353 ft. | fine to medium sand and gravel with clay streaks | |
| From: 353 ft. to 368 ft. | brown clay - sticky | |
| From: 368 ft. to 377 ft. | brown clay with sand streaks | |
| From: 377 ft. to 387 ft. | gray clay and brown clay | |
| From: 387 ft. to 397 ft. | fine to medium sand and gravel | |
| From: 397 ft. to 415 ft. | brown clay with gravel strips | |
| From: 415 ft. to 473 ft. | brown clay - sticky | |
| From: 473 ft. to 477 ft. | brown rock | |
| From: 477 ft. to 489 ft. | yellow clay | |
| From: 489 ft. to 500 ft. | gray shale | |