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Specific Water Well Detail |
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| Location Info | |||
| Owner: Saunders, Tod | Status: Constructed | ||
| Location: T8S, R4E, Sec. 35, NW NW SE | County: Riley | ||
| Directions: from Bala: 0.25 mi N on Jenkins Rd to Welsh Rd, then 0.125 mi W to drive on S | |||
| Latitude: 39.3132869 | Longitude: -96.9510726 | Datum NAD 27 | |
| Latitude: 39.3132833 | Longitude: -96.9513667 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.3132833 | GPS Longitude: -96.9513667 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 120 ft. | Elevation: 1309 ft. | |
| Static Water Level: 85 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 23-Sep-2024 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Haldeman Well Drlg. & Pump | License #: 451 | |
| 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 1 ft. | top soil | |
| From: 1 ft. to 10 ft. | brown clay | |
| From: 10 ft. to 16 ft. | limestone | |
| From: 16 ft. to 38 ft. | yellow shale | |
| From: 38 ft. to 43 ft. | limestone | |
| From: 43 ft. to 75 ft. | tan shale | |
| From: 75 ft. to 84 ft. | limestone | |
| From: 84 ft. to 101 ft. | tan shale | |
| From: 101 ft. to 116 ft. | limestone | |
| From: 116 ft. to 120 ft. | gray shale | |