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SU0002179 SSNL
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SU0002179 SSNL
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Entry Properties
Last modified
5/7/2020 11:29:04 AM
Creation date
9/4/2019 10:16:29 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0002179
PE
2626
FACILITY_NAME
UP-00-18
STREET_NUMBER
26457
Direction
S
STREET_NAME
BANTA
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25207004
ENTERED_DATE
10/23/2001 12:00:00 AM
SITE_LOCATION
26457 S BANTA RD
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\B\BANTA\26457\UP-00-18\SU0002179\SS STDY.PDF
Tags
EHD - Public
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VALLEV AG <br /> RESEAIi. CH JAN 112001 <br /> ENVIRONMENT HEALTH <br /> PERMIT/SERVICES <br /> DATE: January 8, 2001 <br /> i <br /> V.A.R. Job No: SSS-08.00 <br /> FOR: Mr. Glen Levine <br /> Levine & Daughter, Inc. <br /> 26457 South Banta Road <br /> I Tracy, CA 95376 <br /> PROJECT: 26457 South Banta Road <br /> APN 252-070-04 <br /> SUBJECT: SOIL SUITABILITY STUDY ADDENDUM <br /> APPLICATION NUMBER: UP-00-18 <br /> Reference is made to our Soil Suitability Study dated December 11, 2000, Job Number <br /> SSS-07.00. The San Joaquin County Environmental Health Department has requested additional <br /> information regarding the above-referenced project. This information pertains to the recently <br /> installed septic system for handling the anticipated wastewater flows originating from this <br /> project. At the time of our report, the permit to install the septic system could not be found at the <br /> Environmental Health Department. Consequently, the construction details were unknown and <br /> therefore, certain design parameters could not be addressed. The permit was subsequently found, <br /> which is attached to this Addendum and illustrates the design and orientation of the septic <br /> system. As noted, the system consists of a 1200 gallon tank, a distribution box and three 100 ft <br /> leachlines. <br /> The percolation test results for this project indicated surprisingly permeable soil with excellent <br /> perc rates for both tests at 6.3 and 7.1 min/in. According to the authoritative Wastewater <br /> Engineering: Treatment. Disposal and Reuse (Metcalf and Eddy), these perc rates translate into <br /> an assimilation or application rate of approximately 0.8 gal/ft2/day. Using only the floors of each <br /> of the leachline trenches as a safety factor, we have: 2 ft' x 100 ft x 3 = 600 ft' of effluent <br /> assimilation area. Thus, based on the system as designed and the perc rates obtained, the <br /> acceptance would be: 0.8 gal/ft'/day x 600 ftz= 480 gals/day. However, the long-term <br /> application rate (LIAR) must be considered and is generally accepted to be 0.5 gals/ft'/day. This <br /> occurs after advanced biomat formation. Consequently, the acceptance rate decreases to 300 <br /> gals/day. <br /> According to the San Joaquin County Public Health Services, Environmental Health Division <br /> Sewage Standards, 30 gals must be assigned to each person, per day in an office setting. <br /> It is our understanding that four people will be on-site, within the office, Monday through Friday, <br /> 8 A.M. to 5 P.M.. Based upon the LTAR and the Sewage Standards Water Use Computation <br /> Factor, 10 people could theoretically use the septic system per day (30 gals x 10 people = 300 <br /> gals/day), This builds in a safety factor and allows for a percentage of tow truck drivers to also <br /> use the system. If there are fifteen trucks with fifteen drivers,then approximately six drivers can <br /> use the system without overloading (6 drivers+4 office = 10 people x 30 gals= 300 gals/day). <br /> P.O. Box 3794 1 Turlock,California 95381 1 (209) 668-1403 1 Fax (209) 668-2598 <br />
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