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SR0082168
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4200 – Liquid Waste Program
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SR0082168
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Entry Properties
Last modified
12/4/2024 1:32:50 PM
Creation date
9/1/2020 4:03:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200 – Liquid Waste Program
RECORD_ID
SR0082168
PE
4201 - LIQUID WASTE PLAN CHECK
STREET_NUMBER
228
Direction
W
STREET_NAME
KLO
City
LATHROP
Zip
95330
APN
19124018
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
228 W KLO LATHROP 95330
Tags
EHD - Public
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Recommendations of the On -Site Wastewater Treatment Systems <br />Nitrogen Reduction Technology Expert Review Panel February 2014 <br />Table 3-4. Loading Rates for Container Tests............................................................................................ 59 <br />Table 3-5. TN Reduction for Column Studies............................................................................................ 60 <br />Table 3-6. TN Reduction by Effluent Type................................................................................................ 60 <br />Table 3-7. Site and System Characteristics................................................................................................. 61 <br />Table 3-8. Nitrogen Species Concentrations versus Horizontal Distance from Mound ............................. 69 <br />Table 3-9. TN Removal for Soil -Based Treatment Systems....................................................................... 70 <br />Table D-1. Analysis of Soil Texture by County....................................................................................... 110 <br />Figures <br />Figure 2-1. Summary of Baseline Recommendations................................................................................. 20 <br />Figure 2-3. Schematic of System with BMPs............................................................................................. 21 <br />Figure 2-4. Drawing of System with Ex Situ BMP..................................................................................... 22 <br />Figure 2-5. Edge-of-Drainfield Schematic Illustration............................................................................... 22 <br />Figure 3-1. Typical Continuous Flow, Suspended Growth Aerobic Treatment Unit ................................. 32 <br />Figure 3-2. Fixed -Film System using Peat Moss as a Treatment Medium ................................................. 33 <br />Figure 3-3. Intermittent Sand Filter Cross-Section..................................................................................... 36 <br />Figure 3-4. Vegetated Submerged Bed Schematic..................................................................................... 40 <br />Figure 3-5. Recirculating Media Filter Schematic...................................................................................... 45 <br />Figure 3-6. Example Two -Compartment Tank Conversion Profile............................................................ 49 <br />Figure 3-7. Example Three -Compartment Tank Conversion Profile.......................................................... 50 <br />Figure 3-8. Example Plastic Tank Conversion Profile................................................................................ 51 <br />Figure 3-9. Plastic Tank Cutaway Photographs.......................................................................................... 51 <br />Figure 3-10. Elevated Sand Mound Diagram............................................................................................. 66 <br />Appendices <br />Appendix A List of Resources for Making Informed On -Site Wastewater Technology Decisions <br />Appendix B Summary of Interviews with OWTS Expert Panel Members <br />Appendix C Septic Tank Pumpout BMP Justification Calculations <br />Appendix D Evaluation of Nitrogen Removal and Evapotranspiration Associated with Vegetative <br />Cover Present on On -Site Sewage System Dispersal Areas <br />Appendix E Summary of SORA/NEHA Conference Discussion on Interstate Cooperation on Nutrient <br />Reduction Technology, July 2013 <br />Appendix F Assessing the Practicality of Generating and Assigning a Single Soil Texture for Each <br />County in the Chesapeake Bay Watershed <br />OTMA -MC INC. 5 <br />
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