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Specific Water Well Detail |
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| Location Info | |||
| Owner: Clawson Land Partnership | Status: Constructed | ||
| Location: T31S, R32W, Sec. 16, NW SW NW NW | County: Seward | ||
| Directions: from Sublette, 6 mi SE | |||
| Latitude: 37.35627 | Longitude: -100.81519 | Datum NAD 27 | |
| Latitude: 37.3562912 | Longitude: -100.8156241 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.35627 | GPS Longitude: -100.81519 | Datum NAD27 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 575 ft. | Elevation: 2866 ft. | |
| Static Water Level: 310 ft. | Est. Yield: 1350 gpm. | |
| Comp. Date: 10-May-2017 | Well Use: Irrigation | |
| DWR Applic. #: 6846 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Hydro Resources Mid Continent, 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?: Yes | ||
| Ground water encountered: 310 ft. | ||
| Pump test data: Well water was 346 ft after 4 hours pumping 1350 gpm | ||
| Bore hole diameter: 24 inches to 575 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 16 in. to 575 ft | |
| Casing height above land surface: 12 in
Casing Weight: 42.09 lbs/ft Wall thickness or gauge no.: .250 | ||
| Screen and Perforation Info | ||
| Screen Type: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 325 ft to 405 ft
From: 405 ft to 555 ft | |
| Gravel pack intervals | From: 20 ft to 410 ft
From: 410 ft to 575 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 20 ft. | brown sandy clay | |
| From: 20 ft. to 58 ft. | fine sand with couple clay stringers | |
| From: 58 ft. to 83 ft. | fine to medium coarse sand; small, medium, few large gravel | |
| From: 83 ft. to 89 ft. | red sandy clay | |
| From: 89 ft. to 103 ft. | brown sandy clay | |
| From: 103 ft. to 130 ft. | fine to medium coarse sand and small gravel | |
| From: 130 ft. to 136 ft. | brown sandy clay | |
| From: 136 ft. to 340 ft. | fine to medium coarse sand with few small gravel | |
| From: 340 ft. to 401 ft. | fine to medium coarse sand | |
| From: 401 ft. to 420 ft. | brown sandy clay with many sand strips | |
| From: 420 ft. to 429 ft. | fine to medium sand with few clay stringers | |
| From: 429 ft. to 484 ft. | fine sand with few clay stringers | |
| From: 484 ft. to 500 ft. | fine sand with few small lime rock strips | |
| From: 500 ft. to 527 ft. | sandstone with few soapstone ledges | |
| From: 527 ft. to 555 ft. | sandstone | |
| From: 555 ft. to 560 ft. | red bed | |