|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Sterling Smith Trust | Status: Constructed | ||
| Location: T25S, R32W, Sec. 26, NW SE SE | County: Finney | ||
| Directions: from Garden City: 7 mi S on Hwy 83 to Annie Scheer Rd, 4.25 mi E, 1 mi S, 1310 feet N, and 1225 feet W | |||
| Latitude: 37.8465843 | Longitude: -100.7956114 | Datum NAD 27 | |
| Latitude: 37.8466076 | Longitude: -100.7960492 | 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: 370 ft. | Elevation: ft. | |
| Static Water Level: 148 ft. | Est. Yield: gpm. | |
| Comp. Date: 17-Mar-2011 | Well Use: Irrigation | |
| DWR Applic. #: 12226 | 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 26 ft. | brown clay | |
| From: 26 ft. to 40 ft. | fine to medium sand and gravel | |
| From: 40 ft. to 147 ft. | fine to medium sand and gravel - some coarse | |
| From: 147 ft. to 160 ft. | fine to medium sand and gravel - some coarse - 10% clay - tight | |
| From: 160 ft. to 187 ft. | brown clay | |
| From: 187 ft. to 205 ft. | fine to medium sand and gravel - 10% clay | |
| From: 205 ft. to 220 ft. | brown clay with gravel streaks | |
| From: 220 ft. to 252 ft. | brown clay | |
| From: 252 ft. to 263 ft. | brown clay with white rock mixed | |
| From: 263 ft. to 309 ft. | fine to medium sand and fine gravel | |
| From: 309 ft. to 328 ft. | fine to medium sand and gravel with clay strips | |
| From: 328 ft. to 338 ft. | brown clay | |
| From: 338 ft. to 356 ft. | fine to medium sand and fine gravel - 10% clay | |
| From: 356 ft. to 362 ft. | brown clay | |
| From: 362 ft. to 370 ft. | brown yellow clay | |
| From: 370 ft. to 395 ft. | shale - hard pull down | |