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SU0008600
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2600 - Land Use Program
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PA-1100013
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SU0008600
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Last modified
5/7/2020 11:33:35 AM
Creation date
9/4/2019 9:35:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0008600
PE
2626
FACILITY_NAME
PA-1100013
STREET_NUMBER
21000
Direction
E
STREET_NAME
ACAMPO
STREET_TYPE
RD
City
CLEMENTS
APN
02308015
ENTERED_DATE
1/28/2011 12:00:00 AM
SITE_LOCATION
21000 E ACAMPO RD
RECEIVED_DATE
1/28/2011 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\A\ACAMPO\21000\PA-1100013\SU0008600\EH COND.PDF \MIGRATIONS\A\ACAMPO\21000\PA-1100013\SU0008600\APPL.PDF \MIGRATIONS\A\ACAMPO\21000\PA-1100013\SU0008600\CDD OK.PDF \MIGRATIONS\A\ACAMPO\21000\PA-1100013\SU0008600\EH PERM.PDF
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EHD - Public
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FFiittalcled <br /> er Disposal System Parameters and Appurtenances <br /> specifications are found in Appendix B. Zabel/Polylock®Al 800 Filter must be <br /> he septic tank outlet. Filter specifications are found in Appendix C. <br /> Four inch Speed Levelers® should be used in the D-Box to ensure equal distribution of effluent to <br /> both 60 ft long Infiltrator Chambers. <br /> Infiltrator Chambers® Quick 4 Plus Standard Infiltrator Chamber. Scarify soil and place two <br /> inches of clean sand before installing chambers. See Appendix D for specifications. <br /> Geotech Filter Fabric must be installed over the Infiltrator Chamber and over the footprint of the <br /> seepage pits after drain rock installation. <br /> III. CONCLUSIONS <br /> The EHD typically require an equivalent minimum of 300 lineal feet of leachline(LFLL) for septic <br /> systems that possess sufficient disposal area to accommodate this minimum. Where sufficient <br /> disposal area does not exist,the EHD requires a civil engineer to design a system for adequate <br /> effluent disposal for a respective project with a disposal area less than sufficient to install 300 LFLL. <br /> The EHD does allow design variances based upon a civil engineer's design parameters. Two <br /> variances apply to this project: the first pertains to the requirement of a 10-ft disposal area setback <br /> from a driveway. As noted on the plans, due to area restraints caused by the proposed on-site <br /> retention basin,the Infiltrator Chambers must encroach to six ft from the entrance driveway as <br /> illustrated on the Plans. Also illustrated on the Plans, are the use of railroad ties (or equivalent) <br /> around the effluent disposal area to prevent it from being driven upon in accordance with Section <br /> 8.4.4. of the San Joaquin County Onsite Wastewater Disposal Standards. <br /> The second design deviation is in regard to Section 8.8.6 of the San Joaquin County Onsite <br /> Wastewater Disposal Standards which states that at least 60%of septic systems must be in leach <br /> lines, except in hardpan/clay soils. These soil types exist under the subject facility based upon the <br /> findings of NOA. <br /> As referenced in the Introduction, a mobile home may be moved on-site near the southeast side the <br /> referenced Horse Stables in the future. The mobile home must have its own septic tank. Effluent <br /> from this tank can gravity flow in a 4 inch ABS line and tie into the septic tank serving the Horse <br /> Stables restroom. The Infiltrator Chambers and seepage pits will then manage both the restroom <br /> and mobile home's wastewater flows until the replacement/reserve area must be activated. <br /> As-Builts of the entire septic system must be submitted to the EHD by the septic system <br /> installer/contractor after installation. <br /> Pa e -5- <br /> Chesney Consulting <br />
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