|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Kearny County Feeders | Status: Constructed | ||
| Location: T26S, R34W, Sec. 27, NW | County: Finney | ||
| Directions: from Garden City: 12 mi S, 10 mi W, 0.75 S, and 0.75 E | |||
| Latitude: 37.7621946 | Longitude: -101.0302021 | Datum NAD 27 | |
| Latitude: 37.7622177 | Longitude: -101.0306492 | 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: 460 ft. | Elevation: ft. | |
| Static Water Level: 125 ft. | Est. Yield: 1250 gpm. | |
| Comp. Date: 31-May-1986 | Well Use: Irrigation | |
| DWR Applic. #: 36333 | Other ID: | |
| Links | |
| No Wizard information available. | |
| 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 153 ft after 0 hours pumping 1000 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 250 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: Steel | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 250 ft to 350 ft
From: 430 ft to 460 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 10 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 7 ft. | fine sand | |
| From: 7 ft. to 35 ft. | brown sandy clay | |
| From: 35 ft. to 80 ft. | fine medium sand and gravel - clay streaks | |
| From: 80 ft. to 140 ft. | fine medium coarse sand and gravel and brown rock | |
| From: 140 ft. to 150 ft. | brown sandy clay | |
| From: 150 ft. to 170 ft. | fine medium coarse sand and gravel - small clay streak | |
| From: 170 ft. to 200 ft. | fine medium coarse sand and gravel - 10% clay - loose | |
| From: 200 ft. to 225 ft. | brown sandy clay - gravel streaks | |
| From: 225 ft. to 265 ft. | fine medium coarse sand and gravel - loose | |
| From: 265 ft. to 285 ft. | brown sandy clay and hard streak | |
| From: 285 ft. to 295 ft. | fine medium coarse sand and gravel - loose | |
| From: 295 ft. to 300 ft. | sandy clay - gravel streak | |
| From: 300 ft. to 310 ft. | fine medium coarse sand and gravel - loose | |
| From: 310 ft. to 335 ft. | sandy clay | |
| From: 335 ft. to 345 ft. | fine medium coarse sand and gravel - loose | |
| From: 345 ft. to 350 ft. | fine medium coarse sand and gravel - 20% clay - loose | |
| From: 350 ft. to 360 ft. | sandy clay - 50% sand and gravel streak | |
| From: 360 ft. to 365 ft. | fine medium coarse sand and gravel | |
| From: 365 ft. to 382 ft. | fine medium coarse sand and gravel - 5% clay - loose | |
| From: 382 ft. to 395 ft. | sandy clay | |
| From: 395 ft. to 440 ft. | fine medium sand and clay | |
| From: 440 ft. to 458 ft. | fine medium sand - clay streak 20% | |
| From: 458 ft. to 465 ft. | red, white clay - tight | |
| From: 465 ft. to 470 ft. | red and yellow clay | |