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Specific Water Well Detail |
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| Location Info | |||
| Owner: Hitschmann, Aurelia | Status: Constructed | ||
| Location: T24S, R35W, Sec. 33, NW NW SE | County: Kearny | ||
| Directions: from Deerfield: S across river bridge, 1.75 mi SW, 2.25 mi S, .5 mi W | |||
| Latitude: 37.9220103 | Longitude: -101.1655962 | Datum NAD 27 | |
| Latitude: 37.9220314 | Longitude: -101.1660433 | 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: 295 ft. | Elevation: ft. | |
| Static Water Level: 30 ft. | Est. Yield: gpm. | |
| Comp. Date: 08-Jun-1988 | Well Use: Irrigation | |
| DWR Applic. #: 11780, KE048 | Other ID: Test 1 | |
| 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: Steel
Casing Joints: |
Diam: 16 in. to 180 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: Steel | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 180 ft to 295 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 4 ft. | top soil | |
| From: 4 ft. to 9 ft. | fine sand | |
| From: 9 ft. to 30 ft. | fine to medium sand and gravel, loose | |
| From: 30 ft. to 46 ft. | medium coarse gravel, loose | |
| From: 46 ft. to 51 ft. | brown clay | |
| From: 51 ft. to 63 ft. | fine to medium sand and gravel | |
| From: 63 ft. to 108 ft. | brown sandy clay | |
| From: 108 ft. to 117 ft. | fine to medium sand and gravel | |
| From: 117 ft. to 141 ft. | brown sandy clay | |
| From: 141 ft. to 170 ft. | fine to medium sand and gravel, loose | |
| From: 170 ft. to 187 ft. | fine to medium sand, 15% clay | |
| From: 187 ft. to 202 ft. | blue clay | |
| From: 202 ft. to 212 ft. | fine to medium sand and gravel | |
| From: 212 ft. to 218 ft. | brown sandy clay | |
| From: 218 ft. to 224 ft. | fine to medium sand and gravel | |
| From: 224 ft. to 250 ft. | brown sandy clay | |
| From: 250 ft. to 262 ft. | fine to medium sand | |
| From: 262 ft. to 275 ft. | fine to medium sand and gravel | |
| From: 275 ft. to 294 ft. | fine to medium sand and gravel, small yellow rock mixed, lose | |
| From: 294 ft. to 326 ft. | brown sandy clay | |
| From: 326 ft. to 332 ft. | yellow clay | |
| From: 332 ft. to 335 ft. | shale | |