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SR0082659_SSNL
Environmental Health - Public
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SR0082659_SSNL
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Last modified
10/27/2020 3:00:52 PM
Creation date
10/27/2020 2:55:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0082659
PE
2602
STREET_NUMBER
16375
Direction
E
STREET_NAME
MILGEO
STREET_TYPE
RD
City
RIPON
Zip
95366
APN
26122011
ENTERED_DATE
9/29/2020 12:00:00 AM
SITE_LOCATION
16375 E MILGEO RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
TSok
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EHD - Public
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Soil Suitability/Nitrate Loading Study Irerracon <br /> Shipherd Property■ Ripon, California <br /> August 25, 2020 w Terracon Project No. NA207060 <br /> conditions for shallow septic disposal. Based on the percolation test results (1.66 minutes/inch), <br /> the soils within the proposed sewage disposal area appear suitable for a standard septic system. <br /> Septic system construction should follow the San Joaquin County Onsite Wastewater Treatment <br /> Systems Standards where applicable." <br /> Depth to groundwater is anticipated to be greater than 25 to 30 feet bgs. A domestic groundwater <br /> well is currently located on the site; therefore, groundwater samples were collected. Nitrate as N <br /> was reported at 0.83 milligrams per liter (mg/L) in groundwater sample GW-1 below the MCL of <br /> 10 mg/L-N. Groundwater sample GW-2 reported below laboratory reporting limits of 0.010 <br /> micrograms per liter (ug/L)for DBCP. <br /> Based on the nitrate loading balance, nitrate levels for the existing residence is 6.9 mg/L-N below <br /> the MCL of 10.0 mg/L-N. The proposed two bedroom residence is anticipated to increase nitrate <br /> levels for the existing residence and proposed residence to 12.8 mg/L-N, slightly above the MCL <br /> of 10.0 mg/L-N. <br /> In summary,the parcel appears suitable for the proposed development. The septic system design <br /> should accommodate peak flows and follow the San Joaquin County OWTS standards where <br /> applicable. If the EHD requires mitigation for the project, an advanced water treatment product <br /> may be considered a mitigation option. <br /> 4.0 LIMITATIONS <br /> As indicated, our study takes into account the subject property only with the sewage load applied <br /> over the property site area. The study does not take into account surrounding properties and/or <br /> lands. The method utilized for the nitrate loading analysis is based on a simple mass balance <br /> formula, discussed in a published article by Hantzsche and Finnemore (1992), which provides a <br /> convenient and simplified method to estimate long-term groundwater nitrate impacts on an area- <br /> wide basis. A more detailed analysis was not requested nor intended. <br /> Our professional services were performed, our findings obtained, and our conclusions proposed <br /> in accordance with generally accepted engineering principles and practices. This warranty is in <br /> lieu of all other warranties either expressed or implied. Test findings and statements of <br /> professional opinion do not constitute a guarantee or warranty, expressed or implied. <br /> Responsive ■ Resourceful ■ Reliable 17 <br />
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