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Specific Water Well Detail |
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| Location Info | |||
| Owner: Esau, Sherrill | Status: Constructed | ||
| Location: T28S, R30W, Sec. 21, NE SE NE NW | County: Gray | ||
| Directions: from Rd 3 and BB Rd, 0.5 mi E and 720 feet S | |||
| Latitude: 37.6037313 | Longitude: -100.6069393 | Datum NAD 27 | |
| Latitude: 37.603757 | Longitude: -100.607375 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.603757 | GPS Longitude: -100.607375 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 450 ft. | Elevation: 2787 ft. | |
| Static Water Level: 233 ft. | Est. Yield: 400 gpm. | |
| Comp. Date: 29-Aug-2019 | Well Use: Irrigation | |
| DWR Applic. #: 17989 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Downey Drilling, Inc. | License #: 748 | |
| 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?: Yes | ||
| Ground water encountered: 450 ft. | ||
| Bore hole diameter: 30 inches to 450 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 16 in. to 450 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .25 | ||
| Screen and Perforation Info | ||
| Screen Type: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 242 ft to 322 ft
From: 322 ft to 382 ft From: 382 ft to 442 ft | |
| Gravel pack intervals | From: 20 ft to 450 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 7 ft. | brown clay | |
| From: 7 ft. to 105 ft. | brown sandy clay | |
| From: 105 ft. to 122 ft. | brown sandy clay and white rock | |
| From: 122 ft. to 132 ft. | fine-medium gravel and white rock | |
| From: 132 ft. to 147 ft. | fine-medium sand and fine gravel | |
| From: 147 ft. to 152 ft. | fine sand | |
| From: 152 ft. to 161 ft. | brown sandy clay | |
| From: 161 ft. to 169 ft. | fine-medium gravel and white clay | |
| From: 169 ft. to 193 ft. | fine sand | |
| From: 193 ft. to 204 ft. | medium sand | |
| From: 204 ft. to 220 ft. | sandy clay | |
| From: 220 ft. to 238 ft. | fine-medium gravel | |
| From: 238 ft. to 240 ft. | fine sand | |
| From: 240 ft. to 249 ft. | sand mixed with sandy clay | |
| From: 249 ft. to 262 ft. | sandy clay | |
| From: 262 ft. to 280 ft. | medium-fine gravel with some limestone | |
| From: 280 ft. to 300 ft. | sandy clay mixed in limestone | |
| From: 300 ft. to 334 ft. | sandy clay with little limestone | |
| From: 334 ft. to 378 ft. | fine sand and mixed sandy clay | |
| From: 378 ft. to 396 ft. | brown rock and sandy clay | |
| From: 396 ft. to 450 ft. | shale | |