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Onsite Wastewater Treatment Technology and the Preservation of

Onsite Wastewater Treatment Technology and the Preservation of

Onsite Wastewater Treatment Technology and the Preservation

On-site Wastewater Treatment Technology and the Preservation of Agricultural Land in California’s Central Valley January 2003 California State University at Chico California Wastewater Training and Research Center

  • Page 2 and 3: On-site Wastewater Treatment Techno
  • Page 4 and 5: Table of Contents Page Abstract 1 I
  • Page 6 and 7: ABSTRACT California’s Central Val
  • Page 8 and 9: INTRODUCTION The Central Valley is
  • Page 10 and 11: toward land presently thought to be
  • Page 12 and 13: eneficial purposes, a goal and proc
  • Page 15 and 16: According to the Region 5 Basin Pla
  • Page 17 and 18: dries up for companies and individu
  • Page 19 and 20: Central Valley Soils The soils of t
  • Page 22 and 23: An important value of enhanced on-s
  • Page 24 and 25: Table 2. Onsite Wastewater Treatmen
  • Page 26 and 27: Table 3. Onsite Wastewater Treatmen
  • Page 28 and 29: The Threat to Valley Agriculture Th
  • Page 30 and 31: farmland. Moreover, the urban growt
  • Page 32 and 33: The Williamson Act, fee purchases,
  • Page 34 and 35: development is particularly appropr
  • Page 36 and 37: Two Traditions Undergoing Change Th
  • Page 38 and 39: overlay zones can be designated in
  • Page 40 and 41: stated by several respondents, any
  • Page 42 and 43: opportunities to change development
  • Page 44 and 45: Expected Environmental Opposition W
  • Page 46 and 47: expanded programs. In addition, the
  • Page 48 and 49: out the new policy. The availabilit
  • Page 50 and 51: Harden, D.R. 1998. California Geolo
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    performance-based water quality sta

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    separation is the depth of permeabl

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    permeability. In addition, some cla

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    Table 2. Suggested hydraulic and or

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    soil disposal systems (Bouma et al.

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    Table 4. Case study: septic tank ef

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    Table 5. Selection of dispersal met

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    Hall, S. 1990. Vertical Separation:

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    APPENDIX B ENHANCED ON-SITE SEWAGE

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    perforated pipe is placed. Addition

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    Figure 2. Schematic of a Wisconsin

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    anaerobic conditions, which can lea

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    Figure 4. Typical cross section of

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    include natural materials such as p

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    continuous flow design with a suspe

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    Figure 9. Sequencing batch reactor

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    The vegetation aids in the reductio

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    systems evapotranspiration must exc

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    Figure 15. A stack-feed chlorinator

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    dispersal may be a feasible alterna

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    National Small Flows Clearinghouse.

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    APPENDIX C EXEMPLARY MANAGEMENT PRO

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    Since the County began the program

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    in the urban/rural interface that l

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    abatement when efforts by this offi

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    egulations, on January 17, 1978, th

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    • Onsite monitoring wells have be

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    Zone ordinances require the issuanc

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    VI. Auburn Lake Trails Subdivision

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    installed resulting in unreliable s

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    Draft California Onsite Wastewater

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    Draft California Onsite Wastewater

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    Draft California Onsite Wastewater

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    California Onsite Wastewater Treatm

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    California Onsite Wastewater Treatm

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    California Onsite Wastewater Treatm

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    California Onsite Wastewater Treatm

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    California Onsite Wastewater Treatm

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