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Specific Water Well Detail |
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| Location Info | |||
| Owner: Ewy, Ralph | Status: Constructed | ||
| Location: T21S, R21W, Sec. 18, SW NW NE | County: Hodgeman | ||
| Directions: from NW corner of Hanston: 6.25 mi N, 3 mi E, 4260' N, 2600' W | |||
| Latitude: 38.2302353 | Longitude: -99.6695672 | Datum NAD 27 | |
| Latitude: 38.2302516 | Longitude: -99.669966 | 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: 120 ft. | Elevation: ft. | |
| Static Water Level: 50 ft. | Est. Yield: gpm. | |
| Comp. Date: 15-Jul-1994 | Well Use: Irrigation | |
| DWR Applic. #: 6632 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| 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?: 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: 16 in. to 75 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: 75 ft to 120 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: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 23 ft. | brown clay | |
| From: 23 ft. to 49 ft. | fine to medium sand and gravel, loose | |
| From: 49 ft. to 71 ft. | blue clay | |
| From: 71 ft. to 80 ft. | fine to medium sand, loose | |
| From: 80 ft. to 83 ft. | fine to medium sand and gravel, loose | |
| From: 83 ft. to 91 ft. | brown clay | |
| From: 91 ft. to 95 ft. | fine to medium sand and gravel, loose | |
| From: 95 ft. to 100 ft. | brown clay | |
| From: 100 ft. to 103 ft. | fine to medium, loose | |
| From: 103 ft. to 113 ft. | fine to medium sand and gravel; coarse yellow rock mixed, loose | |
| From: 113 ft. to 115 ft. | yellow clay | |
| From: 115 ft. to 125 ft. | shale | |