|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Sterling A. Smith Revocable Trust | Status: Constructed | ||
| Location: T25S, R32W, Sec. 26, NW SE NE | County: Finney | ||
| Directions: from Garden City: 8 mi S on Hwy 83 to Annie Scheer Rd, 4.33 mi E, 3940 feet N, and 1225 feet W | |||
| Latitude: 37.8538591 | Longitude: -100.7955504 | Datum NAD 27 | |
| Latitude: 37.8538823 | Longitude: -100.7959882 | 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: 131 ft. | Est. Yield: gpm. | |
| Comp. Date: 09-Jun-2004 | 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 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?:
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. | top soil | |
| From: 1 ft. to 7 ft. | fine sand - loose | |
| From: 7 ft. to 29 ft. | brown clay | |
| From: 29 ft. to 56 ft. | medium coarse gravel | |
| From: 56 ft. to 65 ft. | brown gray clay | |
| From: 65 ft. to 88 ft. | medium coarse gravel | |
| From: 88 ft. to 113 ft. | fine to medium sand and gravel - small clay strip | |
| From: 113 ft. to 115 ft. | brown clay | |
| From: 115 ft. to 121 ft. | fine sand | |
| From: 121 ft. to 125 ft. | brown clay | |
| From: 125 ft. to 195 ft. | fine to medium sand and gravel | |
| From: 195 ft. to 203 ft. | brown clay | |
| From: 203 ft. to 209 ft. | fine to medium sand and gravel | |
| From: 209 ft. to 217 ft. | brown sandy clay | |
| From: 217 ft. to 220 ft. | fine to medium sand | |
| From: 220 ft. to 228 ft. | brown sandy clay | |
| From: 228 ft. to 233 ft. | brown sandy clay - small streak of fine sand | |
| From: 233 ft. to 239 ft. | brown sandy clay | |
| From: 239 ft. to 247 ft. | brown yellow clay | |
| From: 247 ft. to 249 ft. | brown yellow clay - hard pull down 500 | |
| From: 249 ft. to 260 ft. | brown clay - small gravel streak | |
| From: 260 ft. to 263 ft. | fine to medium sand and gravel | |
| From: 263 ft. to 274 ft. | brown gray clay | |
| From: 274 ft. to 311 ft. | fine to medium sand and gravel | |
| From: 311 ft. to 319 ft. | brown sandy clay | |
| From: 319 ft. to 330 ft. | fine to medium sand and gravel | |
| From: 330 ft. to 352 ft. | fine to medium sand and gravel - 10% clay | |
| From: 352 ft. to 358 ft. | fine to medium sand and gravel yellow rock mixed | |
| From: 358 ft. to 362 ft. | yellow clay | |
| From: 362 ft. to 365 ft. | shale | |