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Specific Water Well Detail |
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| Location Info | |||
| Owner: Equus Beds GMD 2 | Status: Constructed | ||
| Location: T22S, R7W, Sec. 30, NW NW SW | County: Reno | ||
| Directions: from Nickerson: 2 mi W, 2.5 mi S | |||
| Latitude: 38.1075276 | Longitude: -98.1408155 | Datum NAD 27 | |
| Latitude: 38.1075394 | Longitude: -98.1411528 | 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: 151.5 ft. | Elevation: ft. | |
| Static Water Level: 28 ft. | Est. Yield: gpm. | |
| Comp. Date: 27-Dec-1996 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: EB 268C | |
| Links | |
| View info from Wizard Water Level Data base... | |
| No WIMAS information available. | |
| Driller Info | ||
| Driller: Peterson Irrigation, Inc. | License #: 138 | |
| Scanned Form | ||
| View form(s) on screen | Download scan(s) | |
| The download files contain one or more TIFF images compressed into a ZIP archive. Your browser may be already set up to decompress these files. The TIFFs are 300 dpi archival-quality scans of the WWC5 forms and can be viewed by software like Adobe PhotoShop. | ||
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Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 28 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 2 in. to 7 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: Mill slot | |
| Screen-perforated intervals | From: 141.5 ft to 151.5 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Neat cement, Bentonite | From: 4 to 137 ft
From: 0 to 4 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. | brown sandy soil | |
| From: 3 ft. to 38 ft. | light green and tan silty clay | |
| From: 38 ft. to 43 ft. | sand and gravel, orange | |
| From: 43 ft. to 48 ft. | tan gray sandy clay | |
| From: 48 ft. to 98 ft. | fine sand, tan, with some gravel | |
| From: 98 ft. to 102 ft. | hard gray clay | |
| From: 102 ft. to 125 ft. | fine sand and gravel, tan | |
| From: 125 ft. to 127 ft. | cemented sand | |
| From: 127 ft. to 151.5 ft. | fine sand and gravel, tan | |
| From: 151.5 ft. to 155 ft. | maroon hard shale, some green | |