|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Mitchell, Harold | Status: Constructed | ||
| Location: T1S, R4W, Sec. 15, SE NW SW | County: Republic | ||
| Directions: from Harbine, NE, 3 mi S | |||
| Latitude: 39.9626807 | Longitude: -97.7594051 | Datum NAD 27 | |
| Latitude: 39.9626907 | Longitude: -97.7597254 | 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: 134 ft. | Elevation: ft. | |
| Static Water Level: 108 ft. | Est. Yield: gpm. | |
| Comp. Date: 01-Apr-2001 | Well Use: Irrigation | |
| DWR Applic. #: 27496 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Dale Shuck Drilling Co. | License #: 272 | |
| Scanned Form | View scan |
|
Chemical Sample Submitted?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to 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: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 50 ft. | top soil and clay | |
| From: 50 ft. to 55 ft. | fine sand and clay | |
| From: 55 ft. to 66 ft. | fine sand, some clay | |
| From: 66 ft. to 70 ft. | clay | |
| From: 70 ft. to 110 ft. | medium sand and gravel, strip clay in 95-100 feet | |
| From: 110 ft. to 115 ft. | sand and gravel | |
| From: 115 ft. to 120 ft. | medium sand and gravel | |
| From: 120 ft. to 128 ft. | sand and gravel | |
| From: 128 ft. to 129 ft. | chalk rock, hard | |
| From: 129 ft. to 135 ft. | shale | |