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Specific Water Well Detail |
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| Location Info | |||
| Owner: Dechant, Robert | Status: Constructed | ||
| Location: T25S, R30W, Sec. 6, SE SE NE | County: Gray | ||
| Directions: from Pierceville: 2.5 mi N, 1 mi E | |||
| Latitude: 37.909098 | Longitude: -100.6474016 | Datum NAD 27 | |
| Latitude: 37.90912 | Longitude: -100.6478334 | 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: 285 ft. | Elevation: ft. | |
| Static Water Level: 143 ft. | Est. Yield: 650 gpm. | |
| Comp. Date: 19-Jun-1986 | Well Use: Irrigation | |
| DWR Applic. #: 7921 | 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 240 ft after 4 hours pumping 650 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 16 in. to 285 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: Continuous slot | |
| Screen-perforated intervals | From: 185 ft to 285 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 10 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 51 ft. | Brown and tan clay, silty with streaks of chalk | |
| From: 51 ft. to 58 ft. | Sand, fine to medium, some small gravel with cemented sand streaks | |
| From: 58 ft. to 74 ft. | Brown and tan clay with chalk and fine sand streaks. | |
| From: 74 ft. to 112 ft. | Sand, fine to medium, small gravel with brown and tan clay streaks. | |
| From: 112 ft. to 122 ft. | Brown sandy clay | |
| From: 122 ft. to 139 ft. | Sand, fine to medium, small coarse | |
| From: 139 ft. to 160 ft. | Brown and tan clay with fine sand | |
| From: 160 ft. to 165 ft. | Sand, fine, loose | |
| From: 165 ft. to 168 ft. | Hard ledge, cemented, sand | |
| From: 168 ft. to 194 ft. | Brown and tan clay, silty, with fine sand and chalk | |
| From: 194 ft. to 200 ft. | Sand, fine, loose | |
| From: 200 ft. to 210 ft. | Brown and tan clay, few fine sand streaks | |
| From: 210 ft. to 249 ft. | Sand, fine to medium, good and loose, few small white rock | |
| From: 249 ft. to 264 ft. | Brown sandy clay | |
| From: 264 ft. to 274 ft. | Clay, brown and tan | |
| From: 274 ft. to 281 ft. | Sand, fine to medium, small, coarse, small white rock and clay streaks | |
| From: 281 ft. to 300 ft. | Blue Shale | |