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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Salina | Status: Constructed | ||
| Location: T14S, R2W, Sec. 7, NE NW SE SW | County: Saline | ||
| Directions: 1450' S SW of E North St, Idlewood Pl, Salina | |||
| Latitude: 38.8449457 | Longitude: -97.5876426 | Datum NAD 27 | |
| Latitude: 38.844949 | Longitude: -97.587957 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.844949 | GPS Longitude: -97.587957 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 34.5 ft. | Elevation: 1198.41 ft. | |
| Static Water Level: 8 ft. | Est. Yield: gpm. | |
| Comp. Date: 29-Jun-2017 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 3 | |
| Driller Info | ||
| Driller: Kaw Valley Engineering, Inc. | License #: 638 | |
| 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 3 ft. | brown lean clay with rust mottling | |
| From: 3 ft. to 8 ft. | medium sand, orange brown | |
| From: 8 ft. to 22 ft. | silt, light brown with roots, clayey at 14 feet | |
| From: 22 ft. to 34.5 ft. | light brown fine-medium sand, orange-brown coarse sand at 32 feet | |
| From: 34.5 ft. to 35.5 ft. | shale, blue gray, rust laminations, sub-fissile | |