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Specific Water Well Detail |
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| Location Info | |||
| Owner: Moyer, James | Status: Constructed | ||
| Location: T27S, R37W, Sec. 2, NW NW SE | County: Grant | ||
| Directions: from Ulysses: 9 mi N, 1.5 mi E, .5 mi N | |||
| Latitude: 37.7279608 | Longitude: -101.3349544 | Datum NAD 27 | |
| Latitude: 37.7279785 | Longitude: -101.335404 | 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 This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 445 ft. | Elevation: ft. | |
| Static Water Level: 253 ft. | Est. Yield: 1200 gpm. | |
| Comp. Date: 18-Feb-1987 | Well Use: Irrigation | |
| DWR Applic. #: 21489 | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| 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 270 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: Mill slot | |
| Screen-perforated intervals | From: 270 ft to 445 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 100 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 4 ft. | Top soil | |
| From: 4 ft. to 65 ft. | Brown sandy clay | |
| From: 65 ft. to 140 ft. | Brown clay small streak of sand (Lost circulation) | |
| From: 140 ft. to 240 ft. | Brown and Blue clay | |
| From: 240 ft. to 265 ft. | Brown and Blue clay and fine to medium sand and gravel (50%) | |
| From: 265 ft. to 291 ft. | Fine to medium sand and gravel (Loose) | |
| From: 291 ft. to 305 ft. | Fine to medium sand and gravel with White and Brown rock (Loose) | |
| From: 305 ft. to 312 ft. | Fine to medium sand and gravel, sticky clay (10%) Loose | |
| From: 312 ft. to 320 ft. | Brown and White clay streak of fine to medium sand and gravel (40%) | |
| From: 320 ft. to 334 ft. | Brown and Gray clay and fine sand mixture | |
| From: 334 ft. to 368 ft. | Fine to medium sand, streak of clay (30%) loose | |
| From: 368 ft. to 380 ft. | Brown, White and Yellow rock and fine sand streak of clay (10%) Loose | |
| From: 380 ft. to 386 ft. | Brown, White and Yellow rock and clay mixture (50%) | |
| From: 386 ft. to 438 ft. | Fine to medium sand and gravel, streak of clay (10%) | |
| From: 438 ft. to 444 ft. | Brown, Yellow and White clay. Hard | |
| From: 444 ft. to 450 ft. | Shale, hard pull down | |