JEQ Journal of Natural Resources and Life Sciences Education
HOME HELP FEEDBACK SUBSCRIPTIONS ARCHIVE SEARCH TABLE OF CONTENTS
 QUICK SEARCH:   [advanced]


     


Published in J Environ Qual 13:524-530 (1984)
© 1984 American Society of Agronomy, Crop Science Society of America, and Soil Science Society of America
677 S. Segoe Rd., Madison, WI 53711 USA
This Article
Right arrow Full Text (PDF)
Right arrow Alert me when this article is cited
Right arrow Alert me if a correction is posted
Services
Right arrow Similar articles in this journal
Right arrow Alert me to new issues of the journal
Right arrow Download to citation manager
Citing Articles
Right arrow Citing Articles via HighWire
Right arrow Citing Articles via Google Scholar
Google Scholar
Right arrow Articles by Brooks, J. L.
Right arrow Articles by Struchtemeyer, R. A.
Right arrow Search for Related Content
PubMed
Right arrow Articles by Brooks, J. L.
Right arrow Articles by Struchtemeyer, R. A.
Agricola
Right arrow Articles by Brooks, J. L.
Right arrow Articles by Struchtemeyer, R. A.

Use of Peat for On-Site Wastewater Treatment: II. Field Studies1

J. L. Brooks, C. A. Rock and R. A. Struchtemeyer2

ABSTRACT

Three full-size sphagnum (Sphagnum spp.) peat filter fields were monitored to determine the treatment levels after application of septic tank effluent (STE). Systems I and II were designed with a liner and had overboard discharges, whereas system III was constructed with a subsurface discharge. Gravity-feed, dosed-feed, and pressure distribution systems all provided excellent organic and 99% fecal coliform removal without additional disinfection.

The 5-day biochemical oxygen demand (BOD5) reduction exceeded 90% and chemical oxygen demand (COD) reduction exceeded 80% in all three systems. Total suspended solids (TSS) measured 16 and 9 mg/L in the effluent from systems I and II, respectively. Systems I and II showed 58 and 62% total P reduction, respectively, while a total P reduction of 96% was obtained in system III. Nitrate-N in the effluent from all three systems was < 4.5 mg/L, well below the recommended limit of 10 mg/L. The pH of the effluents ranged from 5.3 to 6.5 and color averaged 330 standard units. In Maine, or other areas where the natural waters tend to be both colored and slightly acidic, neither parameter would be problematic when using an overboard discharge. Effluent from the well-aerated fields contained dissolved O2 averages of 4.6 and 6.7 mg/L for systems I and II.

Annual variation in weather conditions, including prolonged cold, with and without snow cover, and extreme short-term precipitation, had no adverse effects on the performance of the peat filter fields. The use of sphagnum peat for on-site wastewater treatment seems to be an acceptable alternative for areas where conventional systems cannot be installed.

Key Words: fecal coliforms • overboard discharge • subsurface discharge • 5-day biochemical oxygen demand • sphagnum peat • septic tank effluent


NOTES

1 Contribution from the Dep. of Civil Eng., Univ. of Maine, Orono, ME 04469. Research supported by USEPA grant no. R-808069-01.

2 Research associate; assistant professor, civil engineering; and professor, plant and soil science, respectively, Univ. of Maine, Orono, ME 04469.

Received for publication December 19, 1983.


This article has been cited by other articles:


Home page
Vadose Zone JHome page
M. Mostafa and P. J. Van Geel
Conceptual Models and Simulations for Biological Clogging in Unsaturated Soils
Vadose Zone J., February 27, 2007; 6(1): 175 - 185.
[Abstract] [Full Text] [PDF]




HOME HELP FEEDBACK SUBSCRIPTIONS ARCHIVE SEARCH TABLE OF CONTENTS
The SCI Journals Agronomy Journal Crop Science
Vadose Zone Journal Journal of Plant Registrations
Journal of Natural Resources
and Life Sciences Education
Soil Science Society of America Journal
Copyright © 1984 by the American Society of Agronomy, Crop Science Society of America, and Soil Science Society of America.