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Specific Water Well Detail |
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| Location Info | |||
| Owner: Marcotte, Francis | Status: Constructed | ||
| Location: T27S, R33W, Sec. 22, N2 NW NW | County: Haskell | ||
| Directions: from Sublette: 14 mi N, 4.25 mi W | |||
| Latitude: 37.6922816 | Longitude: -100.9226286 | Datum NAD 27 | |
| Latitude: 37.6923056 | Longitude: -100.9230723 | 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: 395 ft. | Elevation: ft. | |
| Static Water Level: 164 ft. | Est. Yield: 1420 gpm. | |
| Comp. Date: 03-Nov-1976 | Well Use: Irrigation | |
| DWR Applic. #: | 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 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: 245 ft to 395 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 2 ft. | top soil | |
| From: 2 ft. to 65 ft. | brown sandy clay and fine sand | |
| From: 65 ft. to 220 ft. | sand fine med. coarse, small gravel, large, and cobblestones, rough and ragged, used lots of water. Mud heavy | |
| From: 220 ft. to 253 ft. | sand fine medium coarse, small to large gravel and fine sandy clay mixed | |
| From: 253 ft. to 260 ft. | brown clay | |
| From: 260 ft. to 295 ft. | sand fine med. coarse and small gravel and small cemented ledge, used water | |
| From: 295 ft. to 305 ft. | brown sandy clay and sand and gravel mixed | |
| From: 305 ft. to 340 ft. | sand fine med. coarse, small gravel and very small clay and lime rock sts. | |
| From: 340 ft. to 349 ft. | brown sandy clay and sand coarse and small | |
| From: 349 ft. to 384 ft. | brown clay and lime rock and small sts. of sand | |
| From: 384 ft. to 392 ft. | sand fine med. coarse and med. to small gravel, loose, used water | |
| From: 392 ft. to 464 ft. | brown clay and lime rock and very few fine sand sts | |
| From: 464 ft. to 480 ft. | yellow clay and soapstone, firm, used pull down | |