|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: City of Norton | Status: Constructed | ||
| Location: T3S, R23W, Sec. 3, NE SW NE | County: Norton | ||
| Directions: 700 S Johnson | |||
| Latitude: 39.8229891 | Longitude: -99.8945949 | Datum NAD 27 | |
| Latitude: 39.8229948 | Longitude: -99.8949953 | 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: 27 ft. | Elevation: 2221.69 ft. | |
| Static Water Level: 22.5 ft. | Est. Yield: gpm. | |
| Comp. Date: 31-Jul-2001 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 12 | |
| Driller Info | ||
| Driller: Wesley G. Liehs Drilling, Inc. | License #: 590 | |
| 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 10 ft. | top soil, sandy silt, dry, no odor | |
| From: 10 ft. to 15 ft. | sandy silt, dry, no odor, with organics | |
| From: 15 ft. to 20 ft. | sand, brown, medium, dry, some small gravel | |
| From: 20 ft. to 24 ft. | coarse sand, with brown clay, poorly sorted, saturated at 22 feet | |
| From: 24 ft. to 29 ft. | some sandstone at 24 feet, layer of fine grained sandstone, about 2-4 inches thick, otherwise brown silt, some clay | |
