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Specific Water Well Detail |
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| Location Info | |||
| Owner: Fry, Ralph | Status: Constructed | ||
| Location: T28S, R35W, Sec. 22, NW NW NW | County: Grant | ||
| Directions: from Ulysses: 13 mi E on Hwy 160, 2 mi N to SE corner of section, 5200' N, 5110' W | |||
| Latitude: 37.6044909 | Longitude: -101.143534 | Datum NAD 27 | |
| Latitude: 37.6045135 | Longitude: -101.1439814 | 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: 535 ft. | Elevation: ft. | |
| Static Water Level: 320 ft. | Est. Yield: gpm. | |
| Comp. Date: 23-Aug-1995 | Well Use: Irrigation | |
| DWR Applic. #: 5575 | Other ID: | |
| Links | |
| No Wizard information available. | |
| 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 335 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: Wire wrapped | |
| Screen-perforated intervals | From: 335 ft to 355 ft
From: 355 ft to 445 ft From: 445 ft to 525 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 20 ft
From: 260 to 320 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 53 ft. | Brown clay | |
| From: 53 ft. to 76 ft. | Fine to medium sand and gravel | |
| From: 76 ft. to 84 ft. | Brown sandy clay | |
| From: 84 ft. to 136 ft. | Fine to medium sand and gravel | |
| From: 136 ft. to 159 ft. | Brown sandy clay | |
| From: 159 ft. to 170 ft. | Fine to medium sand and gravel - 10% clay | |
| From: 170 ft. to 238 ft. | Fine to medium sand and gravel | |
| From: 238 ft. to 253 ft. | Brown sandy clay | |
| From: 253 ft. to 274 ft. | Fine to medium sand and gravel - tight | |
| From: 274 ft. to 291 ft. | Brown sandy clay | |
| From: 291 ft. to 308 ft. | Fine to medium sand and gravel - 15% clay streak | |
| From: 308 ft. to 322 ft. | Brown sandy clay | |
| From: 322 ft. to 334 ft. | Brown sandy clay - small sand streak | |
| From: 334 ft. to 353 ft. | Fine to medium sand and gravel - 15% clay - tight | |
| From: 353 ft. to 369 ft. | Brown sandy clay - small sand streak | |
| From: 369 ft. to 397 ft. | Brown sandy clay - strip of white rock mixed | |
| From: 397 ft. to 420 ft. | Brown sandy clay | |
| From: 420 ft. to 461 ft. | Brown sandy clay - small sandstone strip | |
| From: 461 ft. to 468 ft. | Sand stone (lost circulation at 461 feet) | |
| From: 468 ft. to 485 ft. | Brown yellow clay - small sandstone strip | |
| From: 485 ft. to 526 ft. | Brown yellow clay - 20% sandstone - tight | |
| From: 526 ft. to 530 ft. | Shale | |