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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. 17, SW SW SW | County: Reno | ||
| Directions: from Nickerson: 1 mi W, 1 mi S | |||
| Latitude: 38.1310918 | Longitude: -98.1230551 | Datum NAD 27 | |
| Latitude: 38.1311032 | Longitude: -98.1233915 | 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: 206 ft. | Elevation: ft. | |
| Static Water Level: 34.5 ft. | Est. Yield: gpm. | |
| Comp. Date: 26-Dec-1996 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: EB 267C | |
| 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: 34.5 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: 196 ft to 206 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 191 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 2.5 ft. | dark brown silty top soil | |
| From: 2.5 ft. to 26 ft. | tan clay, very silty, with caliche layers | |
| From: 26 ft. to 30 ft. | fine tan to orange sand | |
| From: 30 ft. to 30.5 ft. | white caliche | |
| From: 30.5 ft. to 35 ft. | very silty tan to orange clay | |
| From: 35 ft. to 39 ft. | fine tan-orange sand | |
| From: 39 ft. to 44 ft. | tan-orange clay, silty, hard | |
| From: 44 ft. to 75 ft. | fine to coarse tan-orange sand | |
| From: 75 ft. to 84 ft. | tan-gray clay, blocky | |
| From: 84 ft. to 100 ft. | tan-orange fine sand | |
| From: 100 ft. to 105 ft. | silty tan clay | |
| From: 105 ft. to 107 ft. | fine tan sand | |
| From: 107 ft. to 116 ft. | very silty tan clay | |
| From: 116 ft. to 120 ft. | medium gray clay, blocky | |
| From: 120 ft. to 142 ft. | dark gray clay, blocky | |
| From: 142 ft. to 155 ft. | fine tan sand | |
| From: 155 ft. to 163 ft. | soft sticky gray clay | |
| From: 163 ft. to 166 ft. | fine gray-tan clay | |
| From: 166 ft. to 167 ft. | gray clay | |
| From: 167 ft. to 175 ft. | fine tan sand | |
| From: 175 ft. to 178 ft. | dark gray clay, blocky | |
| From: 178 ft. to 206 ft. | fine-coarse gray sand with clay layers | |
| From: 206 ft. to 212 ft. | red and gray-light green shale, hard | |