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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, 185 feet N and 275 feet E | |||
| Latitude: 37.5749745 | Longitude: -101.7421293 | Datum NAD 27 | |
| Latitude: 37.574992 | Longitude: -101.742583 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.574992 | GPS Longitude: -101.742583 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 635 ft. | Elevation: 3333 ft. | |
| Static Water Level: 375 ft. | Est. Yield: 225 gpm. | |
| Comp. Date: 07-Jun-2013 | Well Use: Public Water Supply | |
| DWR Applic. #: 7884 | Other ID: Well 7 | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| 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 479 ft after 6 hours pumping 225 gpm | ||
| Bore hole diameter: 60 inches to 20 ft and 36 inches to 645 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 48 in. to 20 ft
Diam: 16 in. to 535 ft | |
| Casing height above land surface: 36 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .375 | ||
| Screen and Perforation Info | ||
| Screen Type: Stainless steel | Screen Openings: Wire wrapped | |
| Screen-perforated intervals | From: 410 ft to 420 ft
From: 465 ft to 475 ft From: 535 ft to 635 ft | |
| Gravel pack intervals | From: 105 ft to 645 ft | |
| Grout Info | ||
| Grout used: Cement grout, Bentonite | From: 0 to 100 ft
From: 100 to 105 ft | |
| Source of Possible Contamination | ||
| Source: Fuel storage | ||
| Direction from well: N | Distance: 1300 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 18 ft. | top soil | |
| From: 18 ft. to 32 ft. | fine sand, tan clay | |
| From: 32 ft. to 42 ft. | fine sand | |
| From: 42 ft. to 180 ft. | fine/medium sand with tan clay lenses | |
| From: 180 ft. to 211 ft. | fine/medium sand with some gravel | |
| From: 211 ft. to 300 ft. | fine to coarse sand | |
| From: 300 ft. to 363 ft. | fine to coarse sand with tan 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, trace gray shale | |
| From: 505 ft. to 510 ft. | fine sand, red shale | |
| From: 510 ft. to 522 ft. | fine sand, cemented | |
| From: 522 ft. to 526 ft. | white silty shale | |
| From: 526 ft. to 589 ft. | white sand, very fine | |
| From: 589 ft. to 635 ft. | sandy white clay, sandstone, trace shale | |
| From: 635 ft. to 636 ft. | red shale and sandstone | |