|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Stone, Art | Status: Constructed | ||
| Location: T26S, R33W, Sec. 19, NW | County: Finney | ||
| Directions: 13 S of Garden City on Hwy 83, 6 W, .25 S, .25 E | |||
| Latitude: 37.7767314 | Longitude: -100.9751844 | Datum NAD 27 | |
| Latitude: 37.7767552 | Longitude: -100.9756301 | 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: 305 ft. | Elevation: ft. | |
| Static Water Level: 91 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 24-Mar-1976 | 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: 250 ft to 270 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 2 ft. | top soil | |
| From: 2 ft. to 12 ft. | fine sand | |
| From: 12 ft. to 21 ft. | brown sandy clay | |
| From: 21 ft. to 48 ft. | fine to medium sand and gravel (loose) | |
| From: 48 ft. to 50 ft. | brown clay | |
| From: 50 ft. to 80 ft. | medium to coarse gravel (loose) | |
| From: 80 ft. to 95 ft. | fine to medium sand and coarse gravel, streaks of clay (20%) | |
| From: 95 ft. to 126 ft. | fine to medium sand and gravel (loose) | |
| From: 126 ft. to 152 ft. | fine to medium sand and gravel, streaks of clay (10%) | |
| From: 152 ft. to 275 ft. | fine to medium sand and gravel (loose) | |
| From: 275 ft. to 291 ft. | fine to medium sand and gravel, streaks of clay 10% (tight) | |
| From: 291 ft. to 305 ft. | fine to medium sand and gravel, streaks of clay 10% (tight) | |
| From: 305 ft. to 320 ft. | brown sandy clay, white rock and streaks of fine to medium sand and gravel (25%) tight no good | |
| From: 320 ft. to 332 ft. | brown sandy clay, small streaks of fine to medium sand and gravel (20%) | |
| From: 332 ft. to 350 ft. | brown and white sandy clay, small streaks of coarse gravel (10%) | |
| From: 350 ft. to 395 ft. | fine sand and clay mixture (40%) clay no good | |