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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Holcomb | Status: Constructed | ||
| Location: T23S, R34W, Sec. 36, NE SW SE | County: Finney | ||
| Directions: from Holcomb, 1.25 mi N and 0.25 mi W | |||
| Latitude: 38.0062622 | Longitude: -100.9985943 | Datum NAD 27 | |
| Latitude: 38.0062865 | Longitude: -100.9990385 | 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: 334 ft. | Elevation: ft. | |
| Static Water Level: 67 ft. | Est. Yield: 550 gpm. | |
| Comp. Date: 18-Apr-1987 | Well Use: Public Water Supply | |
| DWR Applic. #: Vest 200 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Hydro Res. Mid Continent #145 | License #: 145 | |
| 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 217 ft after 12 hours pumping 550 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 12 in. to 334 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: Continuous slot | |
| Screen-perforated intervals | From: 334 ft to 0 ft
From: 0 ft to 0 ft From: 281 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Neat cement | From: 0 to 20 ft
From: 220 to 260 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 16 ft. | brown clay | |
| From: 16 ft. to 18 ft. | brown sandy clay | |
| From: 18 ft. to 20 ft. | sand, fine to medium, small to large gravel | |
| From: 20 ft. to 60 ft. | brown sandy clay, few caliche streaks | |
| From: 60 ft. to 67 ft. | sand, fine to medium, small gravel | |
| From: 67 ft. to 140 ft. | brown sandy clay, limerock stks and few fine sand streaks | |
| From: 140 ft. to 147 ft. | sand, fine to medium | |
| From: 147 ft. to 166 ft. | brown sandy clay | |
| From: 166 ft. to 183 ft. | sand, fine to medium, coarse, small gravel | |
| From: 183 ft. to 195 ft. | brown sandy clay and sand, fine to medium | |
| From: 195 ft. to 207 ft. | sand, fine to medium, coarse and few clay streaks | |
| From: 207 ft. to 239 ft. | sand, fine to medium, coarse, small to medium gravel, loose | |
| From: 239 ft. to 245 ft. | brown clay | |
| From: 245 ft. to 253 ft. | sand, fine to medium, coarse | |
| From: 253 ft. to 258 ft. | brown sandy clay, limerock and sand, fine, and small stks | |
| From: 258 ft. to 267 ft. | sand, fine, small, limerock stks and clay drills firm in places | |
| From: 267 ft. to 281 ft. | sand, fine to medium, coarse, small gravel and few white rock - loose | |
| From: 281 ft. to 285 ft. | brown sandy clay | |
| From: 285 ft. to 291 ft. | sand, fine to medium, coarse | |
| From: 291 ft. to 303 ft. | brown sandy clay and fine sand | |
| From: 303 ft. to 308 ft. | sand, fine to medium, coarse | |
| From: 308 ft. to 324 ft. | sand, fine to medium, coarse, small brown gravel and white rock, loose on bottom | |
| From: 324 ft. to 333 ft. | limestone and soapstone | |
| From: 333 ft. to 337 ft. | weathered shale | |