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Specific Water Well Detail |
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| Location Info | |||
| Owner: Lahey, Vance | Status: Constructed | ||
| Location: T31S, R34W, Sec. 30, NE NW SE | County: Seward | ||
| Directions: from Moscow: 8 mi E, .5 mi S | |||
| Latitude: 37.3212081 | Longitude: -101.055284 | Datum NAD 27 | |
| Latitude: 37.3212323 | Longitude: -101.0557264 | 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: 530 ft. | Elevation: ft. | |
| Static Water Level: 229 ft. | Est. Yield: 1600 gpm. | |
| Comp. Date: 03-Aug-1990 | Well Use: Irrigation | |
| DWR Applic. #: 39584 | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| 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. | |
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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 290 ft after 4 hours pumping 1661 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 530 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: 277 ft to 377 ft
From: 390 ft to 530 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: OTHER | ||
| 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 103 ft. | brown sandy clay and some fine sand streaks and some limerock streaks | |
| From: 103 ft. to 132 ft. | sand fine to medium coarse. Small to medium gravel | |
| From: 132 ft. to 140 ft. | brown sandy clay | |
| From: 140 ft. to 192 ft. | sand fine to medium coarse. Small to large gravel. Cemented in places with couple small clay streaks | |
| From: 192 ft. to 206 ft. | sand fine to medium coarse. Some small gravel | |
| From: 206 ft. to 228 ft. | sand fine to medium coarse. Cemented in places | |
| From: 228 ft. to 267 ft. | sand fine to medium coarse, few small gravel | |
| From: 267 ft. to 270 ft. | sand fine to small | |
| From: 270 ft. to 310 ft. | sand fine to medium coarse. Small gravel | |
| From: 310 ft. to 323 ft. | sand fine to medium coarse. Small gravel. Drilled tight | |
| From: 323 ft. to 344 ft. | brown sandy clay and sand streaks | |
| From: 344 ft. to 366 ft. | fine to medium coarse sand and small gravel | |
| From: 366 ft. to 377 ft. | brown sandy clay with fine sand streaks | |
| From: 377 ft. to 390 ft. | blue clay | |
| From: 390 ft. to 418 ft. | white clay with some streaks of sand, gravel with lots brown and white clay streaks | |
| From: 418 ft. to 519 ft. | sandstone, brown and tan in color. Used lots of water | |
| From: 519 ft. to 527 ft. | brown clay and streaks of sandstone | |
| From: 527 ft. to 530 ft. | red bed | |