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Specific Water Well Detail |
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| Location Info | |||
| Owner: Mast, Ephraim | Status: Constructed | ||
| Location: T22S, R8W, Sec. 9, NW SW NE | County: Reno | ||
| Directions: 9015 N K-96 Hwy, Sterling | |||
| Latitude: 38.1543663 | Longitude: -98.2062574 | Datum NAD 27 | |
| Latitude: 38.15438 | Longitude: -98.2066 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.15438 | GPS Longitude: -98.2066 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 80 ft. | Elevation: 1681 ft. | |
| Static Water Level: 49 ft. | Est. Yield: gpm. | |
| Comp. Date: 28-May-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 60 ft | |
| Casing height above land surface: 192 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: 60 ft to 80 ft | |
| Gravel pack intervals | From: 20 ft to 80 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Septic tank | ||
| Direction from well: S | Distance: 50 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 22 ft. | clay, brown, with few pieces of caliche | |
| From: 22 ft. to 50 ft. | sandy clay, gray | |
| From: 50 ft. to 62 ft. | clayey fine sand | |
| From: 62 ft. to 68 ft. | fine sand | |
| From: 68 ft. to 73 ft. | clayey fine sand | |
| From: 73 ft. to 80 ft. | fine to medium sand | |