|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Hoffman, Jack | Status: Constructed | ||
| Location: T24S, R33W, Sec. 4, C NE | County: Finney | ||
| Directions: 2.5 W of Garden City on HWY 50, .75 N, .25 W | |||
| Latitude: 37.9999438 | Longitude: -100.9429041 | Datum NAD 27 | |
| Latitude: 37.9999675 | Longitude: -100.9433463 | 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: 310 ft. | Elevation: ft. | |
| Static Water Level: 94 ft. | Est. Yield: 1750 gpm. | |
| Comp. Date: 30-Jul-1979 | Well Use: Irrigation | |
| DWR Applic. #: | 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?: 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: 265 ft to 305 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 1 ft. | top soil | |
| From: 1 ft. to 8 ft. | brown clay | |
| From: 8 ft. to 28 ft. | med. to coarse gravel (loose) | |
| From: 28 ft. to 50 ft. | brown clay | |
| From: 50 ft. to 62 ft. | fine to medium sand and gravel 10% clay (loose) | |
| From: 62 ft. to 74 ft. | brown clay | |
| From: 74 ft. to 90 ft. | fine to medium sand and gravel 10% clay (loose) | |
| From: 90 ft. to 107 ft. | brown clay and white rock (tight) (hard streaks) | |
| From: 107 ft. to 130 ft. | fine to medium sand and gravel 10% clay (loose) (small hard streaks) | |
| From: 130 ft. to 140 ft. | brown sandy clay 30% gravel | |
| From: 140 ft. to 170 ft. | fine to medium sand and gravel (loose) (small hard streaks) | |
| From: 170 ft. to 188 ft. | fine to medium sand and gravel 15% clay (loose) | |
| From: 188 ft. to 200 ft. | brown sandy clay 30% gravel streaks (loose) | |
| From: 200 ft. to 223 ft. | brown sandy clay | |
| From: 223 ft. to 234 ft. | fine sand | |
| From: 234 ft. to 260 ft. | brown sandy clay | |
| From: 260 ft. to 275 ft. | fine to medium sand and gravel with white rock (loose) | |
| From: 275 ft. to 290 ft. | fine to medium sand and gravel with brown and yellow rock 20% clay (loose) | |
| From: 290 ft. to 305 ft. | fine to medium sand and gravel with brown white rock 10% clay (loose) (hard streaks) | |
| From: 305 ft. to 308 ft. | shale (hard) | |