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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Plains | Status: Constructed | ||
| Location: T32S, R30W, Sec. 16, NE SE SW NE | County: Meade | ||
| Directions: From Grand Ave and 1st St., 0.25 mi E to well | |||
| Latitude: 37.2655046 | Longitude: -100.584928 | Datum NAD 27 | |
| Latitude: 37.265528 | Longitude: -100.585361 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.265528 | GPS Longitude: -100.585361 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 532 ft. | Elevation: 2761 ft. | |
| Static Water Level: 265 ft. | Est. Yield: 750 gpm. | |
| Comp. Date: 01-Nov-2017 | Well Use: Public Water Supply | |
| DWR Applic. #: ME3 and 29129 | Other ID: Well 6 | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Chas. Sargent Irrigation, Inc. | License #: 433 | |
| 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?:
Date Sample Submitted?: 07-20-2017 Water Well disinfected?: | ||
| Ground water encountered: 265 ft. | ||
| Bore hole diameter: 30 inches to 532 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 16 in. to 276 ft
Diam: 16 in. to 406 ft Diam: 16 in. to 532 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .304 | ||
| Screen and Perforation Info | ||
| Screen Type: Stainless steel | Screen Openings: Wire wrapped | |
| Screen-perforated intervals | From: 276 ft to 396 ft
From: 406 ft to 526 ft | |
| Gravel pack intervals | From: 90 ft to 135 ft
From: 150 ft to 532 ft From: 401 ft to ft | |
| Grout Info | ||
| Grout used: Cement grout, Bentonite | From: 0 to 70 ft
From: 70 to 90 ft From: 135 to 150 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 4 ft. | top soil | |
| From: 4 ft. to 18 ft. | clay | |
| From: 18 ft. to 28 ft. | clay and caliche | |
| From: 28 ft. to 38 ft. | sandy clay with sand stringers | |
| From: 38 ft. to 40 ft. | clay and caliche | |
| From: 40 ft. to 55 ft. | stiff sandy clay with caliche ledges | |
| From: 55 ft. to 72 ft. | coarse sand | |
| From: 72 ft. to 93 ft. | brown clay | |
| From: 93 ft. to 100 ft. | coarse sand | |
| From: 100 ft. to 120 ft. | small gravel to coarse sand | |
| From: 120 ft. to 138 ft. | coarse sand and fine sand | |
| From: 138 ft. to 140 ft. | clay stringers | |
| From: 140 ft. to 160 ft. | brown sticky clay | |
| From: 160 ft. to 176 ft. | coarse sand and fine sand | |
| From: 176 ft. to 180 ft. | brown sticky clay | |
| From: 180 ft. to 200 ft. | coarse and medium sand | |
| From: 200 ft. to 206 ft. | medium sand | |
| From: 206 ft. to 220 ft. | sandy clay | |
| From: 220 ft. to 240 ft. | tight fine to medium sand | |
| From: 240 ft. to 280 ft. | medium to coarse sand | |
| From: 280 ft. to 340 ft. | medium to coarse sand with clay stringers | |
| From: 340 ft. to 374 ft. | medium to coarse sand | |
| From: 374 ft. to 380 ft. | medium to coarse sand with clay stringers | |
| From: 380 ft. to 417 ft. | medium to coarse sand | |
| From: 417 ft. to 420 ft. | clay | |
| From: 420 ft. to 440 ft. | cemented sand and clay layers | |
| From: 440 ft. to 451 ft. | cemented sand | |
| From: 451 ft. to 455 ft. | medium sand | |
| From: 455 ft. to 466 ft. | cemented sand | |
| From: 466 ft. to 476 ft. | sticky clay | |
| From: 476 ft. to 480 ft. | medium sand | |
| From: 480 ft. to 500 ft. | brown clay with sand and sandstone | |
| From: 500 ft. to 508 ft. | brown clay | |
| From: 508 ft. to 515 ft. | medium sand | |
| From: 515 ft. to 524 ft. | cemented sand | |
| From: 524 ft. to 532 ft. | red clay | |