|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Jones, Bob | Status: Constructed | ||
| Location: T24S, R34W, Sec. 14, SW | County: Finney | ||
| Directions: Hwy 50 W to Holcomb, 2 S, 1.75 W | |||
| Latitude: 37.9636363 | Longitude: -101.0246846 | Datum NAD 27 | |
| Latitude: 37.9636601 | Longitude: -101.0251297 | 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: 393 ft. | Elevation: ft. | |
| Static Water Level: 86 ft. | Est. Yield: 1150 gpm. | |
| Comp. Date: 29-Dec-1978 | 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: 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?: 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: 340 ft to 380 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 12 ft. | fine sand | |
| From: 12 ft. to 22 ft. | med to coarse gravel (loose) | |
| From: 22 ft. to 35 ft. | brown clay | |
| From: 35 ft. to 45 ft. | fine to medium sand and gravel streaks of coarse gravel | |
| From: 45 ft. to 80 ft. | brown clay and white rock (tight) | |
| From: 80 ft. to 91 ft. | fine to medium sand and gravel (loose) | |
| From: 91 ft. to 118 ft. | brown clay | |
| From: 118 ft. to 125 ft. | fine to medium sand and gravel (loose) | |
| From: 125 ft. to 172 ft. | brown clay | |
| From: 172 ft. to 185 ft. | brown clay streaks of gravel 35% (loose) | |
| From: 185 ft. to 200 ft. | brown clay | |
| From: 200 ft. to 221 ft. | fine to medium sand and gravel 10% clay (loose) | |
| From: 221 ft. to 279 ft. | brown clay | |
| From: 279 ft. to 308 ft. | fine to medium sand and gravel (loose) 10% clay | |
| From: 308 ft. to 339 ft. | brown clay | |
| From: 339 ft. to 362 ft. | fine to medium sand and gravel (loose) 10% clay | |
| From: 362 ft. to 393 ft. | fine to medium sand and gravel (loose) (with white and brown rock) | |
| From: 393 ft. to 397 ft. | brown and gray clay (tight) | |
| From: 397 ft. to 407 ft. | fine to medium sand and gravel with brown and white rock (loose) (hard streaks) (lost circulation | |