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Specific Water Well Detail |
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| Location Info | |||
| Owner: Weaver, Earl | Status: Constructed | ||
| Location: T23S, R7W, Sec. 26, SW SW SW | County: Reno | ||
| Directions: 9204 W Illinois, Partridge - from Partridge: 3 mi N, 1 mi E | |||
| Latitude: 38.0141064 | Longitude: -98.0677563 | Datum NAD 27 | |
| Latitude: 38.0141186 | Longitude: -98.0680911 | 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: 82 ft. | Elevation: ft. | |
| Static Water Level: 45 ft. | Est. Yield: gpm. | |
| Comp. Date: 12-Nov-1996 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Miller Drilling | License #: 447 | |
| 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 66 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: 66 ft to 82 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 3 to 23 ft
From: 30 to 35 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Septic Tank | ||
| Direction from well: SW | Distance: 200 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 37 ft. | brown clay | |
| From: 37 ft. to 52 ft. | sand and small gravel | |
| From: 52 ft. to 70 ft. | layers of fine-medium sand and brown clay | |
| From: 70 ft. to 73 ft. | brown clay and white rock | |
| From: 73 ft. to 82 ft. | fine-medium sand | |
| From: 82 ft. to 85 ft. | brown clay | |
