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Specific Water Well Detail |
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| Location Info | |||
| Owner: Fast, Bill | Status: Constructed | ||
| Location: T22S, R4W, Sec. 29, NW NE SW | County: Reno | ||
| Directions: 9016 E 43rd Ave, Buhler | |||
| Latitude: 38.1065483 | Longitude: -97.7867918 | Datum NAD 27 | |
| Latitude: 38.10656 | Longitude: -97.78712 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.10656 | GPS Longitude: -97.78712 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 125 ft. | Elevation: 1479 ft. | |
| Static Water Level: 36 ft. | Est. Yield: gpm. | |
| Comp. Date: 24-Oct-2024 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Rosencrantz-Bemis Ent. | License #: 134 | |
| 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: ThermalPlastic
Casing Joints: Glued |
Diam: 5 in. to 105 ft | |
| Casing height above land surface: 156 in
Casing Weight: 160 lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 105 ft to 125 ft | |
| Gravel pack intervals | From: 20 ft to 125 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 17 ft. | clay, gray | |
| From: 17 ft. to 41 ft. | sandy clay, orange | |
| From: 41 ft. to 49 ft. | clay with caliche stringers, orange | |
| From: 49 ft. to 61 ft. | sandy clay, orange | |
| From: 61 ft. to 63 ft. | clayey fine sand | |
| From: 63 ft. to 88 ft. | sandy clay, orange | |
| From: 88 ft. to 119 ft. | clay, gray | |
| From: 119 ft. to 125 ft. | clayey medium sand | |