Specific Water Well Detail | ||
Location Info | |||
Owner: Smith, Anthony | Status: Constructed | ||
Location: T22S, R4W, Sec. 15, NW NE NW | County: Reno | ||
Directions: 11519 E 82nd Ave, Buhler | |||
Latitude: 38.1445373 | Longitude: -97.7523989 | Datum NAD 27 | |
Latitude: 38.14455 | Longitude: -97.75273 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.14455 | GPS Longitude: -97.75273 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 150 ft. | Elevation: 1457 ft. | |
Static Water Level: 28 ft. | Est. Yield: gpm. | |
Comp. Date: 29-Jan-2024 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Rosencrantz-Bemis Ent. | License #: 134 |
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. |
Chemical Sample Submitted?:
Water Well disinfected?: | ||
Casing Info | ||
Casing Type: ThermalPlastic
Casing Joints: Glued |
Diam: 5 in. to 70 ft | |
Casing height above land surface: 240 in
Casing Weight: 160 lbs/ft Wall thickness or gauge no.: |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 70 ft to 150 ft | |
Gravel pack intervals | From: 23 ft to 150 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 23 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 3 ft. | top soil | |
From: 3 ft. to 12 ft. | clay, brown | |
From: 12 ft. to 25 ft. | clay, tan | |
From: 25 ft. to 43 ft. | clay with caliche stringers, tan | |
From: 43 ft. to 52 ft. | shale, moderately weathered, red, with caliche mix | |
From: 52 ft. to 80 ft. | shale, unweathered, red | |
From: 80 ft. to 95 ft. | shale, unweathered, gray | |
From: 95 ft. to 115 ft. | shale, unweathered, gray, with streaks of gypsum | |
From: 115 ft. to 150 ft. | shale, unweathered, gray, with streaks of gypsum |