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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Johnson City | Status: Constructed | ||
| Location: T28S, R40W, Sec. 31, NE SW NW NW | County: Stanton | ||
| Directions: from E Weaver St and Oak Ave, 170 feet N and 325 feet W | |||
| Latitude: 37.5748964 | Longitude: -101.7419327 | Datum NAD 27 | |
| Latitude: 37.574914 | Longitude: -101.742386 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.574914 | GPS Longitude: -101.742386 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 645 ft. | Elevation: 3332 ft. | |
| Static Water Level: 375 ft. | Est. Yield: gpm. | |
| Comp. Date: 07-Jul-2013 | Well Use: Test Hole, Cased | |
| DWR Applic. #: | Other ID: Test Hole No 1. | |
| Driller Info | ||
| Driller: Layne Christensen Co. | License #: 102 | |
| 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: 375 ft. | ||
| Pump test data: Well water was 378 ft after 7.5 hours pumping 60 gpm | ||
| Bore hole diameter: 14 inches to 660 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 8 in. to 565 ft | |
| Casing height above land surface: 36 in
Casing Weight: lbs/ft Wall thickness or gauge no.: sch 80 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 565 ft to 645 ft | |
| Gravel pack intervals | From: 515 ft to 660 ft
From: 100 ft to 495 ft | |
| Grout Info | ||
| Grout used: Cement grout, Bentonite | From: 0 to 100 ft
From: 495 to 515 ft | |
| Source of Possible Contamination | ||
| Source: Unknown | ||
| Direction from well: N | Distance: 0 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 18 ft. | top soil and fine sand | |
| From: 18 ft. to 32 ft. | fine sand and tan clay | |
| From: 32 ft. to 42 ft. | fine sand | |
| From: 42 ft. to 180 ft. | fine to medium sand with clay lenses | |
| From: 180 ft. to 211 ft. | fine to medium sand with some medium gravel | |
| From: 211 ft. to 300 ft. | fine to coarse sand | |
| From: 300 ft. to 363 ft. | fine to coarse sand with clay lenses | |
| From: 363 ft. to 365 ft. | tan clay | |
| From: 365 ft. to 368 ft. | fine to medium sand | |
| From: 368 ft. to 373 ft. | tan sandy clay | |
| From: 373 ft. to 380 ft. | fine to coarse sand | |
| From: 380 ft. to 418 ft. | tan clay with fine sand lenses | |
| From: 418 ft. to 458 ft. | tan silty clay | |
| From: 458 ft. to 505 ft. | fine sand with trace shale | |
| From: 505 ft. to 510 ft. | fine sand | |
| From: 510 ft. to 522 ft. | fine cemented sand | |
| From: 522 ft. to 526 ft. | shale | |
| From: 526 ft. to 589 ft. | white sand, very fine | |
| From: 589 ft. to 636 ft. | sandy white clay, sandstone, trace of gray, red shale | |
| From: 636 ft. to 643 ft. | red shale and sandstone | |
| From: 643 ft. to 647 ft. | sandstone | |
| From: 647 ft. to 648 ft. | white clay | |
| From: 648 ft. to 660 ft. | red shale | |