|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Gigot, Dean | Status: Constructed | ||
| Location: T25S, R33W, Sec. 23, NE | County: Finney | ||
| Directions: from junction of old & new Hwy 83: 2.13 W, .75 N, .25 E, 30 feet W of pivot | |||
| Latitude: 37.8696709 | Longitude: -100.9060977 | Datum NAD 27 | |
| Latitude: 37.8696945 | Longitude: -100.9065397 | 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: 470 ft. | Elevation: ft. | |
| Static Water Level: 122 ft. | Est. Yield: 1750 gpm. | |
| Comp. Date: 31-Jan-1981 | 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: 240 ft to 470 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 20 ft. | fine sand | |
| From: 20 ft. to 39 ft. | brown clay and sand | |
| From: 39 ft. to 75 ft. | medium to coarse gravel (loose) | |
| From: 75 ft. to 83 ft. | brown clay | |
| From: 83 ft. to 90 ft. | brown clay 30% gravel | |
| From: 90 ft. to 125 ft. | brown clay | |
| From: 125 ft. to 153 ft. | brown clay streaks of gravel 30% | |
| From: 153 ft. to 185 ft. | fine to medium sand and gravel 10% clay (loose) | |
| From: 185 ft. to 191 ft. | brown clay | |
| From: 191 ft. to 214 ft. | fine to medium sand and gravel (loose) | |
| From: 214 ft. to 239 ft. | brown clay | |
| From: 239 ft. to 269 ft. | fine to medium sand and gravel (loose) | |
| From: 269 ft. to 280 ft. | brown clay | |
| From: 280 ft. to 300 ft. | fine to medium sand and gravel 10% clay (loose) | |
| From: 300 ft. to 305 ft. | brown clay | |
| From: 305 ft. to 322 ft. | fine to medium sand and gravel (loose) | |
| From: 322 ft. to 365 ft. | brown clay | |
| From: 365 ft. to 405 ft. | fine to medium sand and gravel 10% clay (loose) | |
| From: 405 ft. to 410 ft. | fine to medium sand and gravel 15% clay | |
| From: 410 ft. to 467 ft. | fine to medium sand and gravel 10% clay (loose) | |
| From: 467 ft. to 476 ft. | brown clay and gray clay | |
| From: 476 ft. to 485 ft. | yellow clay and blue shale (hard) | |