|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Corley, Dale | Status: Constructed | ||
| Location: T25S, R31W, Sec. 16, NE SW NE | County: Finney | ||
| Directions: right on the S side of river bridge at Pierceville, 2 mi W, .75 N, .25 W | |||
| Latitude: 37.8825679 | Longitude: -100.7247421 | Datum NAD 27 | |
| Latitude: 37.8825906 | Longitude: -100.7251768 | 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: 209 ft. | Elevation: ft. | |
| Static Water Level: 10 ft. | Est. Yield: 1450 gpm. | |
| Comp. Date: 22-Dec-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?: No | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 48 ft after 3 hours pumping 1450 gpm | ||
| Bore hole diameter: 26 inches to 209 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 16 in. to 210 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: 12 in
Casing Weight: 36.87 lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: Galvanized Steel | Screen Openings: | |
| Screen-perforated intervals | From: 60 ft to 140 ft
From: 140 ft to 160 ft From: 160 ft to 209 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Concrete | From: 0 to 10 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: N/A | ||
| 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 4 ft. | fine sand | |
| From: 4 ft. to 6 ft. | fine to medium sand | |
| From: 6 ft. to 31 ft. | coarse gravel loose | |
| From: 31 ft. to 42 ft. | brown sandy clay | |
| From: 42 ft. to 48 ft. | fine to medium sand and gravel | |
| From: 48 ft. to 51 ft. | brown sandy clay | |
| From: 51 ft. to 74 ft. | fine to medium sand and gravel | |
| From: 74 ft. to 88 ft. | brown sandy clay | |
| From: 88 ft. to 94 ft. | brown clay gravel layer loose | |
| From: 94 ft. to 126 ft. | fine to medium sand and gravel, yellow with rock, loose | |
| From: 126 ft. to 132 ft. | brown clay | |
| From: 132 ft. to 164 ft. | fine to medium sand and gravel loose | |
| From: 164 ft. to 171 ft. | brown clay | |
| From: 171 ft. to 183 ft. | fine to medium sand gravel mixed with white yellow rock loose | |
| From: 183 ft. to 202 ft. | brown sandy clay | |
| From: 202 ft. to 209 ft. | fine to medium sand and gravel mixed white yellow rock | |
| From: 209 ft. to 212 ft. | yellow clay | |
| From: 212 ft. to 215 ft. | shale | |