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Specific Water Well Detail |
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| Location Info | |||
| Owner: Jantz, Ron | Status: Constructed | ||
| Location: T28S, R30W, Sec. 23, SE SW SE SW | County: Gray | ||
| Directions: from Copeland, 7 mi NE | |||
| Latitude: 37.5914415 | Longitude: -100.573249 | Datum NAD 27 | |
| Latitude: 37.591467 | Longitude: -100.573683 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.591467 | GPS Longitude: -100.573683 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 392 ft. | Elevation: 2771 ft. | |
| Static Water Level: 190 ft. | Est. Yield: 150 gpm. | |
| Comp. Date: 17-Apr-2013 | Well Use: Irrigation | |
| DWR Applic. #: 30508 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Hydro Resources Mid Continent, 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?: Yes | ||
| Ground water encountered: 392 ft. | ||
| Pump test data: Well water was 380 ft after 4 hours pumping 150 gpm | ||
| Bore hole diameter: 24 inches to 392 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 16 in. to 372 ft | |
| Casing height above land surface: 16 in
Casing Weight: 36.95 lbs/ft Wall thickness or gauge no.: .219 | ||
| Screen and Perforation Info | ||
| Screen Type: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 282 ft to 372 ft | |
| Gravel pack intervals | From: 20 ft to 392 ft | |
| Grout Info | ||
| Grout used: Bentonite | 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 1 ft. | top soil | |
| From: 1 ft. to 15 ft. | fine sand, silt | |
| From: 15 ft. to 25 ft. | silt, fine sand, and clay | |
| From: 25 ft. to 45 ft. | light brown clay | |
| From: 45 ft. to 93 ft. | brown clay with sand streaks | |
| From: 93 ft. to 120 ft. | green and brown clay | |
| From: 120 ft. to 155 ft. | loose medium fine to medium sand | |
| From: 155 ft. to 189 ft. | loose medium sand with some coarse sand streaks | |
| From: 189 ft. to 202 ft. | white and brown clay with coarse sand streaks | |
| From: 202 ft. to 213 ft. | loose medium to coarse sand and pea gravel | |
| From: 213 ft. to 215 ft. | tight medium to coarse sand and pea gravel with clay | |
| From: 215 ft. to 257 ft. | brown and light green clay with fine sand to medium sand streaks | |
| From: 257 ft. to 262 ft. | fairly loose medium fine sand with some clay | |
| From: 262 ft. to 285 ft. | brown clay with white clay | |
| From: 285 ft. to 298 ft. | very tight medium fine to medium sand with clay streaks | |
| From: 298 ft. to 339 ft. | loose medium fine to medium sand with clay streaks | |
| From: 339 ft. to 350 ft. | fairly firm/tight fine sand and clay mix | |
| From: 350 ft. to 372 ft. | loose medium to medium coarse sand with clay streaks | |
| From: 372 ft. to 400 ft. | hard brown clay stone and gray shale and red clay | |
| From: 400 ft. to 420 ft. | gray shale, some brown | |