|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Jones, Taylor | Status: Constructed | ||
| Location: T24S, R34W, Sec. 11, SW NE NE | County: Finney | ||
| Directions: from Holcomb, 1.25 mi W and 0.37 S, follow road through feedlot | |||
| Latitude: 37.9863134 | Longitude: -101.0145094 | Datum NAD 27 | |
| Latitude: 37.9863375 | Longitude: -101.0149541 | 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: 351 ft. | Elevation: ft. | |
| Static Water Level: 24 ft. | Est. Yield: 1200 gpm. | |
| Comp. Date: 05-Jun-1975 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| View info from WIMAS Water Right Data base... | |
| 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:
Casing Joints: |
Diam: 0 in. to 0 ft
Diam: 0 in. to 0 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: | Screen Openings: | |
| Screen-perforated intervals | From: 320 ft to 340 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 10 ft. | top soil | |
| From: 10 ft. to 34 ft. | med. coarse gravel | |
| From: 34 ft. to 58 ft. | brown sandy clay | |
| From: 58 ft. to 68 ft. | fine to medium sand, gravel (loose) | |
| From: 68 ft. to 76 ft. | brown sandy clay | |
| From: 76 ft. to 83 ft. | fine to medium sand (loose) | |
| From: 83 ft. to 155 ft. | brown sandy clay | |
| From: 155 ft. to 170 ft. | fine to medium sand and gravel (loose) | |
| From: 170 ft. to 190 ft. | fine to medium sand and gravel, clay streak mixed (tight) | |
| From: 190 ft. to 195 ft. | light brown sandy clay | |
| From: 195 ft. to 205 ft. | fine to medium sand and gravel (loose) | |
| From: 205 ft. to 216 ft. | fine to medium sand and gravel (tight) | |
| From: 216 ft. to 234 ft. | light brown sandy clay | |
| From: 234 ft. to 238 ft. | fine sand (loose) | |
| From: 238 ft. to 256 ft. | brown sandy clay with white rock (hard) | |
| From: 256 ft. to 259 ft. | fine to medium sand and gravel, little white rock (tight) | |
| From: 259 ft. to 274 ft. | brown sandy clay, streak of gravel | |
| From: 274 ft. to 280 ft. | fine to medium sand and gravel (loose) | |
| From: 280 ft. to 293 ft. | brown sandy clay | |
| From: 293 ft. to 297 ft. | fine to medium sand and gravel (tight) | |
| From: 297 ft. to 303 ft. | brown sandy clay | |
| From: 303 ft. to 317 ft. | fine to medium sand and gravel (loose) | |
| From: 317 ft. to 351 ft. | medium sand and gravel with white rock (good loose) | |
| From: 351 ft. to 360 ft. | yellow clay (very hard) | |
| From: 360 ft. to 365 ft. | shale | |