![]() |
![]() |
Specific Water Well Detail |
![]() |
Location Info | |||
Owner: Munger, Clark | Status: Constructed | ||
Location: T22S, R4W, Sec. 29, SE NW SE | County: Reno | ||
Directions: 4717 N Buhler Rd, Buhler | |||
Latitude: 38.1058683 | Longitude: -97.7799021 | Datum NAD 27 | |
Latitude: 38.10588 | Longitude: -97.78023 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.10588 | GPS Longitude: -97.78023 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 110 ft. | Elevation: 1479 ft. | |
Static Water Level: 29 ft. | Est. Yield: 23 gpm. | |
Comp. Date: 11-Apr-2025 | 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 80 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: 80 ft to 110 ft | |
Gravel pack intervals | From: 20 ft to 110 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 20 ft |
Source of Possible Contamination | ||
Source: Septic tank | ||
Direction from well: E | Distance: 50 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 4 ft. | fine to medium sand | |
From: 4 ft. to 8 ft. | clay, brown | |
From: 8 ft. to 32 ft. | sandy clay, tan | |
From: 32 ft. to 45 ft. | sandy clay, gray | |
From: 45 ft. to 76 ft. | sandy clay, tan | |
From: 76 ft. to 81 ft. | river mud | |
From: 81 ft. to 95 ft. | sandy clay, light gray-tan | |
From: 95 ft. to 107 ft. | sandy clay, tan | |
From: 107 ft. to 110 ft. | clay, tan |