|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Parsons, Mrs. Wayne | Status: Constructed | ||
| Location: T31S, R37W, Sec. 10, SE SE NW | County: Stevens | ||
| Directions: From Moscow, 6.5 mi W and 3 mi N | |||
| Latitude: 37.3669741 | Longitude: -101.3310243 | Datum NAD 27 | |
| Latitude: 37.3669974 | Longitude: -101.3314643 | 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: 504 ft. | Elevation: ft. | |
| Static Water Level: 217 ft. | Est. Yield: 2000 gpm. | |
| Comp. Date: 18-Aug-1988 | Well Use: Irrigation | |
| DWR Applic. #: 18776 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Henkle Drilling & Supply Co. Inc. | License #: 145 | |
| 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. | |
|
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 504 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: Continuous slot | |
| Screen-perforated intervals | From: 290 ft to 390 ft
From: 420 ft to 500 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | 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 65 ft. | brown sandy clay and caliche | |
| From: 65 ft. to 72 ft. | fine to medium coarse sand | |
| From: 72 ft. to 123 ft. | brown sandy clay and few fine sand streaks | |
| From: 123 ft. to 132 ft. | fine to medium coarse sand | |
| From: 132 ft. to 142 ft. | brown sandy clay and limerock ledge at 139 feet | |
| From: 142 ft. to 152 ft. | fine to medium sand with few clay streaks | |
| From: 152 ft. to 190 ft. | brown sandy clay and fine sand streaks | |
| From: 190 ft. to 205 ft. | fine to medium coarse sand and some small gravel | |
| From: 205 ft. to 218 ft. | brown sandy clay | |
| From: 218 ft. to 237 ft. | fine to medium coarse sand and small to medium brown gravel | |
| From: 237 ft. to 250 ft. | brown sandy clay | |
| From: 250 ft. to 295 ft. | fine to medium coarse sand and small to medium brown gravel, used water | |
| From: 295 ft. to 323 ft. | fine to medium coarse sand and medium to large brown gravel, used water | |
| From: 323 ft. to 353 ft. | brown clay streaks | |
| From: 353 ft. to 390 ft. | fine to medium coarse sand and small gravel, some medium gravel | |
| From: 390 ft. to 393 ft. | fine sand, cemented, used pull downs | |
| From: 393 ft. to 405 ft. | soapstone and brown sandy clay and limerock ledges | |
| From: 405 ft. to 423 ft. | soapstone and sandstone streaks and false red bed | |
| From: 423 ft. to 501 ft. | sandstone and few soapstone streaks | |
| From: 501 ft. to 507 ft. | yellow soapstone, drills firm | |
| From: 507 ft. to 510 ft. | red bed | |