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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Hanston | Status: Constructed | ||
| Location: T22S, R22W, Sec. 22, SW NE NE SE | County: Hodgeman | ||
| Directions: from West St and Main St:: 200' NW | |||
| Latitude: 38.1228368 | Longitude: -99.7173228 | Datum NAD 27 | |
| Latitude: 38.1228542 | Longitude: -99.7177242 | 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: 100 ft. | Elevation: ft. | |
| Static Water Level: 39 ft. | Est. Yield: gpm. | |
| Comp. Date: 02-Feb-2012 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: PWS 3 | |
| Driller Info | ||
| Driller: Aqua Pump | License #: 489 | |
| Scanned Form | |
| View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. | |
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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 2 ft. | top soil and silt | |
| From: 2 ft. to 10 ft. | silty clay, dark brown | |
| From: 10 ft. to 34 ft. | clay, brown | |
| From: 34 ft. to 67 ft. | medium to coarse sand | |
| From: 67 ft. to 68 ft. | thin yellow clay | |
| From: 68 ft. to 90 ft. | coarse sand and gravel | |
| From: 90 ft. to 100 ft. | sand with clay | |
| From: 100 ft. to 102 ft. | sandstone | |