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Specific Water Well Detail |
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| Location Info | |||
| Owner: Iowa Beef Processors, Inc. | Status: Constructed | ||
| Location: T24S, R34W, Sec. 2, SW NW NW | County: Finney | ||
| Directions: from NW corner of Holcomb: 1 mi W, 4155 feet N, and 5012 feet W | |||
| Latitude: 38.0007014 | Longitude: -101.0284039 | Datum NAD 27 | |
| Latitude: 38.0007253 | Longitude: -101.0288486 | 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: 360 ft. | Elevation: ft. | |
| Static Water Level: 53 ft. | Est. Yield: gpm. | |
| Comp. Date: 10-Jan-1994 | Well Use: Industrial | |
| DWR Applic. #: FI 207 | Other ID: | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| Scanned Form | ||
| View form(s) on screen | Download scan(s) | |
| The download files contain one or more TIFF images compressed into a ZIP archive. Your browser may be already set up to decompress these files. The TIFFs are 300 dpi archival-quality scans of the WWC5 forms and can be viewed by software like Adobe PhotoShop. | ||
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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 200 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: Stainless Steel | Screen Openings: Wire wrapped | |
| Screen-perforated intervals | From: 200 ft to 225 ft
From: 240 ft to 245 ft From: 260 ft to 280 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 160 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 3 ft. | top soil | |
| From: 3 ft. to 11 ft. | brown clay | |
| From: 11 ft. to 27 ft. | medium coarse gravel | |
| From: 27 ft. to 69 ft. | brown clay | |
| From: 69 ft. to 78 ft. | brown clay - gravel streak | |
| From: 78 ft. to 89 ft. | fine to medium sand gravel - loose | |
| From: 89 ft. to 160 ft. | brown clay | |
| From: 160 ft. to 171 ft. | fine to medium sand gravel | |
| From: 171 ft. to 202 ft. | brown clay | |
| From: 202 ft. to 213 ft. | fine to medium sand gravel | |
| From: 213 ft. to 242 ft. | brown sandy clay - white rock strip | |
| From: 242 ft. to 263 ft. | brown sandy clay - small sand streak | |
| From: 263 ft. to 275 ft. | fine to medium sand gravel | |
| From: 275 ft. to 291 ft. | brown sandy clay | |
| From: 291 ft. to 307 ft. | fine to medium sand gravel | |
| From: 307 ft. to 322 ft. | fine to medium sand gravel yellow rock mixed - 15% clay | |
| From: 322 ft. to 350 ft. | fine to medium sand gravel yellow rock mixed - loose | |
| From: 350 ft. to 362 ft. | yellow clay - tight | |
| From: 362 ft. to 365 ft. | shale | |