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Specific Water Well Detail |
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| Location Info | |||
| Owner: Millershaski, Gary | Status: Constructed | ||
| Location: T23S, R36W, Sec. 30, SE SW SW NW | County: Kearny | ||
| Directions: from Co Rd 18 and Co Rd M, 2400 feet N and 300 feet E into field | |||
| Latitude: 38.0242381 | Longitude: -101.320599 | Datum NAD 27 | |
| Latitude: 38.024257 | Longitude: -101.32105 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.024257 | GPS Longitude: -101.32105 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 290 ft. | Elevation: 3247 ft. | |
| Static Water Level: 257 ft. | Est. Yield: 49 gpm. | |
| Comp. Date: 23-Sep-2020 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Downey Drilling, Inc. #748 | 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: 257 ft. | ||
| Pump test data: Well water was 263 ft after 2 hours pumping 40 gpm | ||
| Bore hole diameter: 11 inches to 290 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 290 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .265 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 250 ft to 290 ft | |
| Gravel pack intervals | From: 0 ft to 5 ft
From: 25 ft to ft | |
| Grout Info | ||
| Grout used: | From: 5 to 25 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 10 ft. | sandy brown clay | |
| From: 10 ft. to 18 ft. | brown clay with gypsum streaks | |
| From: 18 ft. to 35 ft. | cemented sand with gypsum and brown clay | |
| From: 35 ft. to 42 ft. | medium-coarse sand and small gravel with cemented sand streak | |
| From: 42 ft. to 48 ft. | cemented sand | |
| From: 48 ft. to 65 ft. | cemented sand with few fine-medium sand | |
| From: 65 ft. to 84 ft. | brown clay, gypsum, cemented sand, fine-medium sand | |
| From: 84 ft. to 90 ft. | medium-coarse sand and small gravel | |
| From: 90 ft. to 134 ft. | brown clay with gypsum streak | |
| From: 134 ft. to 144 ft. | fine-medium sand and small cemented sand | |
| From: 144 ft. to 145 ft. | cemented sand | |
| From: 145 ft. to 174 ft. | medium-coarse sand, cemented sand, and brown clay streak | |
| From: 174 ft. to 182 ft. | brown clay | |
| From: 182 ft. to 198 ft. | medium-coarse sand and small gravel, with cemented sand and brown clay | |
| From: 198 ft. to 206 ft. | brown clay | |
| From: 206 ft. to 222 ft. | medium-coarse sand, gravel, and clay | |
| From: 222 ft. to 240 ft. | medium-coarse sand, small gravel, and broken rock | |
| From: 240 ft. to 252 ft. | brown clay | |
| From: 252 ft. to 283 ft. | coarse sand, small gravel, and broken rock | |
| From: 283 ft. to 288 ft. | brown clay with few small-medium sand | |
| From: 288 ft. to 290 ft. | medium-coarse sand, small gravel, broken rock, and clay | |