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Thor Jackola Phones & Addresses

  • 1120 Sunnyside Dr, Kalispell, MT 59901 (406) 755-6286
  • Evergreen, MT
  • Atlantic Mine, MI
  • Battle Ground, WA
  • PO Box 1859, Kalispell, MT 59903 (406) 755-6286

Work

Company: Jackola engrg./arch./survey 1969 Position: Engineer

Education

Degree: Graduate or professional degree

Skills

Surveyor • Planning • Architecture

Industries

Architecture & Planning

Professional Records

License Records

Thor A Jackola

Address:
Box 1134, Kalispell, MT 59903
License #:
17532 - Expired
Issued Date:
Sep 26, 1980
Renew Date:
Nov 1, 2013
Expiration Date:
Oct 31, 2015
Type:
Professional Engineer

Thor A. Jackola

Address:
PO Box 1134, Kalispell, MT 05993
Phone:
(406) 755-3208
License #:
3608 - Active
Category:
Professional Engineer
Expiration Date:
Sep 30, 2017
Type:
Mechanical

Thor Jackola

Address:
PO Box 1134, Kalispell, MT
License #:
12304 - Expired
Category:
Professional
Issued Date:
Sep 7, 1979

Resumes

Resumes

Thor Jackola Photo 1

Engineer

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Location:
Kalispell, MT
Industry:
Architecture & Planning
Work:
Jackola Engrg./Arch./Survey
Engineer
Skills:
Surveyor
Planning
Architecture

Publications

Us Patents

Sewage Treatment Method

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US Patent:
48266019, May 2, 1989
Filed:
Aug 1, 1986
Appl. No.:
6/892758
Inventors:
Marc M. Spratt - Kalispell MT
Geoffrey W. Harvey - White Fish MT
Thor A. Jackola - Kalispell MT
Assignee:
Waste Treatment Technologies, Inc. - Kalispell MT
International Classification:
C02F 330
US Classification:
210610
Abstract:
A method of treating sewage is disclosed that is particularly suitable for one or a small group of residential dwellings in environmentally sensitive areas. The raw sewage is flowed first into an aerobic first cell where it is aerated and forced into a highly aerobic condition where aerobic bacteria grow and consume phosphorus in a vigorous life cycle and then die. Substantial primary unloading of B. O. D. , T. S. S. , coliform, and phosphorous is accomplished in this first cell. The fluid from the first cell overflows into a second cell where additional sedimentary clarification occurs and it goes anaerobic. A third cell has an upwelling flow through a porous medium substrate where anaerobic bacteria converts nitrogen in nitrates and nitrites to nitrogen gas, and the fluid then flows into a fourth holding cell. The effluent in the holding cell can then be flowed intermittently through a sand filter that has a bed of dolemite for final removal of residual phosphorus before it flows into a drain field. Alum and methanol can be added to the raw sewage to, respectively, enhance initial flocculation and sedimentation in the first cell and to support anaerobic bacteria in the third cell.
Thor A Jackola from Kalispell, MT, age ~88 Get Report