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Specific Water Well Detail |
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| Location Info | |||
| Owner: Rooney, Archie | Status: Constructed | ||
| Location: T31S, R35W, Sec. 34, NW NW NW | County: Stevens | ||
| Directions: from SW corner of Moscow, 0.5 mi S, 6 mi E, 1 mi S, 5217 feet N, and 4946 feet W | |||
| Latitude: 37.3138728 | Longitude: -101.1209566 | Datum NAD 27 | |
| Latitude: 37.3138969 | Longitude: -101.1213971 | 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: 515 ft. | Elevation: ft. | |
| Static Water Level: 325 ft. | Est. Yield: gpm. | |
| Comp. Date: 14-Feb-1995 | Well Use: Irrigation | |
| DWR Applic. #: 11070 | 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: Steel
Casing Joints: |
Diam: 16 in. to 500 ft
Diam: 20 in. to 440 ft Diam: 20 in. to 515 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: Wire wrapped | |
| Screen-perforated intervals | From: 340 ft to 380 ft
From: 440 ft to 500 ft From: 500 ft to 515 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 20 ft
From: 275 to 335 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: W | Distance: 290 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 24 ft. | brown clay | |
| From: 24 ft. to 38 ft. | brown clay white rock mixed | |
| From: 38 ft. to 52 ft. | brown clay | |
| From: 52 ft. to 74 ft. | brown sandy clay | |
| From: 74 ft. to 144 ft. | brown clay | |
| From: 144 ft. to 197 ft. | fine to medium sand and gravel | |
| From: 197 ft. to 226 ft. | fine to medium sand and gravel- 10% clay | |
| From: 226 ft. to 243 ft. | brown clay- 15% fine to medium sand and gravel | |
| From: 243 ft. to 260 ft. | brown clay | |
| From: 260 ft. to 263 ft. | yellow clay | |
| From: 263 ft. to 277 ft. | blue clay | |
| From: 277 ft. to 301 ft. | fine to medium sand and gravel | |
| From: 301 ft. to 308 ft. | brown sandy clay | |
| From: 308 ft. to 322 ft. | brown sandy clay- small sand strip | |
| From: 322 ft. to 331 ft. | fine to medium sand and gravel- 10% clay | |
| From: 331 ft. to 336 ft. | brown clay | |
| From: 336 ft. to 351 ft. | fine to medium sand and gravel | |
| From: 351 ft. to 359 ft. | brown blue clay mixed | |
| From: 359 ft. to 368 ft. | fine to medium sand and gravel | |
| From: 368 ft. to 374 ft. | brown sandy clay | |
| From: 374 ft. to 380 ft. | fine to medium sand and gravel | |
| From: 380 ft. to 412 ft. | brown blue clay mixed | |
| From: 412 ft. to 419 ft. | brown clay- small fine sand streak | |
| From: 419 ft. to 424 ft. | brown clay white rock mixed | |
| From: 424 ft. to 440 ft. | brown clay- 10% sandstone- hard | |
| From: 440 ft. to 455 ft. | brown clay- 25% sandstone- hard | |
| From: 455 ft. to 487 ft. | brown yellow clay- 15% sandstone- tight | |
| From: 487 ft. to 498 ft. | brown yellow clay- 40% sandstone- loose | |
| From: 498 ft. to 512 ft. | brown yellow blue clay mixed | |
| From: 512 ft. to 560 ft. | red bed- hard | |