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Specific Water Well Detail |
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| Location Info | |||
| Owner: Pettz, Ron and Peggy | Status: Constructed | ||
| Location: T23S, R35W, Sec. 32, SE NE NE | County: Kearny | ||
| Directions: from N side of Quality Oil, Deerfield: 2 mi W, 1.5 mi N, W side of rd | |||
| Latitude: 38.0145215 | Longitude: -101.176881 | Datum NAD 27 | |
| Latitude: 38.0145428 | Longitude: -101.1773268 | 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 This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 375 ft. | Elevation: ft. | |
| Static Water Level: 90 ft. | Est. Yield: 1850 gpm. | |
| Comp. Date: 09-Feb-1982 | Well Use: Irrigation | |
| DWR Applic. #: VR 627 | 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:
Casing Joints: |
Diam: 0 in. to 0 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: | Screen Openings: | |
| Screen-perforated intervals | From: 200 ft to 375 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 ft
From: 0 to 0 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 1 ft. | topsoil | |
| From: 1 ft. to 6 ft. | brown clay | |
| From: 6 ft. to 50 ft. | fine sand and clay | |
| From: 50 ft. to 117 ft. | brown sandy clay | |
| From: 117 ft. to 143 ft. | brown sandy clay 40% gravel | |
| From: 143 ft. to 197 ft. | gray clay | |
| From: 197 ft. to 201 ft. | fine to medium sand and gravel 10% clay | |
| From: 201 ft. to 205 ft. | brown clay | |
| From: 205 ft. to 221 ft. | fine to medium sand and gravel (loose) | |
| From: 221 ft. to 235 ft. | brown clay | |
| From: 235 ft. to 245 ft. | fine to medium sand and gravel 30% clay | |
| From: 245 ft. to 267 ft. | brown sandy clay 35% gravel (fairly loose) | |
| From: 267 ft. to 287 ft. | fine to medium sand and gravel 20% (loose) | |
| From: 287 ft. to 329 ft. | fine to medium sand and gravel (loose) | |
| From: 329 ft. to 335 ft. | fine to medium sand and gravel 10% clay (loose) | |
| From: 335 ft. to 358 ft. | fine to medium sand and gravel (loose) | |
| From: 358 ft. to 375 ft. | fine to medium sand and gravel 20% clay (loose) | |
| From: 375 ft. to 382 ft. | brown and gray clay with white rock (tight) (hard) streaks | |
| From: 382 ft. to 387 ft. | blue shale (hard) | |