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Specific Water Well Detail |
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Location Info | |||
Owner: Brownlee, Gary | Status: Constructed | ||
Location: T26S, R7W, Sec. 36, SE NE NE | County: Reno | ||
Directions: Maple Grove Rd and Dean Rd | |||
Latitude: 37.7450649 | Longitude: -98.0280335 | Datum NAD 27 | |
Latitude: 37.74508 | Longitude: -98.02837 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 37.74508 | GPS Longitude: -98.02837 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 101 ft. | Elevation: 1560 ft. | |
Static Water Level: 28 ft. | Est. Yield: 20 gpm. | |
Comp. Date: 10-Nov-2023 | Well Use: Domestic, Livestock | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Premier Pump & Well Srvc #238 | License #: 238 |
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 40 ft | |
Casing height above land surface: 216 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 0.214 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 40 ft to 101 ft | |
Gravel pack intervals | From: 20 ft to 101 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 20 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 12 ft. | sandy top soil | |
From: 12 ft. to 19 ft. | clay, light brown | |
From: 19 ft. to 64 ft. | shale, moderately weathered, red | |
From: 64 ft. to 70 ft. | shale, moderately weathered, reddish gray | |
From: 70 ft. to 76 ft. | shale, moderately weathered, red | |
From: 76 ft. to 80 ft. | shale, moderately weathered, light gray | |
From: 80 ft. to 91 ft. | shale, moderately weathered, light grayish red | |
From: 91 ft. to 101 ft. | shale, moderately weathered, red |