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SR0081488 SSNL
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SR0081488 SSNL
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Last modified
11/20/2020 2:57:34 PM
Creation date
2/19/2020 2:05:02 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0081488
PE
2602
FACILITY_NAME
10966 E MARIPOSA RD
STREET_NUMBER
10966
Direction
E
STREET_NAME
MARIPOSA
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
18106009
ENTERED_DATE
12/4/2019 12:00:00 AM
SITE_LOCATION
10966 E MARIPOSA RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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' Nitrate Loading Study Irerracon <br /> Arriaga Property -w Stockton, California <br /> April 26, 2019 m Terracon Project No. NA187059 <br /> 4.0 DISCUSSION OF NITRATE LOADING RESULTS RELATIVE TO PROPOSED <br /> METHOD OF WASTEWATER DISPOSAL <br /> 4.1 Total Nitrate Impact <br /> Based on the method and assumptions described, the result of the nitrate loading balance (25.2 <br /> mg/L N) indicates that the existing residential use and proposed development on the parcel may <br /> cause a buildup of nitrates in the aquifer above the MCL of 10 mg/L-N. <br /> 4.2 Methods of Mitigation <br /> Mitigation may consist of the utilization of an advanced water treatment product such as those <br /> available by Orenco, which are specifically designed to lower nitrates at point of discharge. Other <br /> mitigation options include the use of a carbon source such wood chips. Based on the proposed <br /> usage, mitigation may be required by the EHD. <br /> 5.0 CONCLUSIONS AND RECOMMENDATIONS <br /> Based on the nitrate loading results, nitrate levels for the existing two bedroom residence (12.6 <br /> mg/L-N)exceeds the MCL of 10 mg/L-N for nitrate in drinking water when an average two person <br /> occupancy is calculated per bedroom. The construction of the proposed two bedroom mobile <br /> home (12.6 mg/L-N) is anticipated to further increase nitrate levels to 25.2 mg/L-N, also above <br /> allowable limits for groundwater. <br /> The soil conditions at the site are anticipated to consist of clay to stratified sandy loam to clay <br /> loam underlain by cemented soils. <br /> Depth to groundwater is anticipated to be greater than 97 feet bgs. Nitrate as N (5.9 mg/L) was <br /> identified in a groundwater sample collected from the onsite domestic well below the MCL of 10 <br /> mg/L-N. A second groundwater sample reported below laboratory detection limits for DBCP. <br /> If the EHD requires mitigation for the project, an advanced water treatment product or carbon <br /> source may be considered mitigation options. <br /> 6.0 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 /> Responsive m Resourceful ■ Reliable 10 <br />
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