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Specific Water Well Detail |
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| Location Info | |||
| Owner: Trembley, Steve | Status: Constructed | ||
| Location: T25S, R8W, Sec. 18, SE NE SE | County: Reno | ||
| Directions: from Arlington: 2 mi S on Hwy 61, S of substation, W side of road | |||
| Latitude: 37.8729838 | Longitude: -98.2343226 | Datum NAD 27 | |
| Latitude: 37.8729986 | Longitude: -98.234666 | 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: 30 ft. | Elevation: ft. | |
| Static Water Level: 18 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 07-Apr-1988 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Rosencrantz-Bemis Enterprises, Inc. | License #: 134 | |
| Scanned Form | View scan |
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Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 5 in. to 20 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 20 ft to 30 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 5 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 3 ft. | silty top soil | |
| From: 3 ft. to 12 ft. | sand and gravel | |
| From: 12 ft. to 15 ft. | clay | |
| From: 15 ft. to 30 ft. | sand and gravel | |
| From: 30 ft. to 32 ft. | shale | |
