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SU0005198 SSNL
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SU0005198 SSNL
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Entry Properties
Last modified
5/7/2020 11:31:31 AM
Creation date
9/4/2019 5:46:12 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005198
PE
2611
FACILITY_NAME
SU-99-02
STREET_NUMBER
21575
Direction
E
STREET_NAME
EASTERN HEIGHTS
STREET_TYPE
RD
APN
10522043
ENTERED_DATE
7/18/2005 12:00:00 AM
SITE_LOCATION
21575 E EASTERN HEIGHTS RD
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\E\EASTERN HEIGHTS\21575\SU-99-02\SU0005198\NL STDY.PDF
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EHD - Public
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. k� K L E I N F E L D E R <br /> Water Quality Control Board criteria (equation 4 on }gage 43, October 1986) for example, <br /> assuming an environmental attenuation factor (EAF) of 100, the nitrate concentration of nitrified <br /> leach field effluent (N,N) would need to be 1,000 mg/l or greater to effectively increase the nitrate <br /> N of the groundwater above 10 mg/l. The EAF represents an average disposal situation like a <br /> landfill in the alluvium of the Central Valley with a significant depth (i.e., 15 to 50 feet) of soil <br /> containing appreciable and continuous clay or silty-clay strata between the base of the landfill <br /> and groundwater. <br /> In summary, the Hantzsche equation without applying an EAF indicates that only one home can <br /> be placed on each lot in order to maintain the nitrate levels in groundwater below the state I <br /> drinking water standard. If the EAF is applied, two homes could be placed on each lot without <br /> raising the nitrate level in groundwater above state levels. if the SJCPHS does not allow <br /> application of the EAF, a deed restriction limiting the number of homes on each lot to one will <br /> need to be applied to the development or an engineered system to increase denitrification will <br /> need to be specified. Although the final system design will be provided by others, we <br /> recommend that all seepage pits extend at least 25 feet, because of the variability of the more <br /> permeable sand lenses on which our percolation tests were generally performed. <br /> During our recent services, a sample of groundwater was obtained from an on-site well using <br /> clean procedures to evaluate EDB and DBCP in accordance with EPA method 504.1. The <br /> results of the tests indicated a non-detectable concentration of either constituent. Results of our <br /> tests are attached. <br /> LIMITATIONS <br /> The conclusions of this report are based on the infonnation provided regarding the existing and <br /> proposed development and on the site conditions. It was assumed that the percolation test result <br /> is representative of the subsurface conditions in the general area. i <br /> This completes the scope of work requested. Our work was.-performed in general accordance <br /> with the standard of care that exists in San Joaquin County. No other guarantee or warranty, <br /> expressed or implied is made. <br /> Respectfully submitted, <br /> KLEINF PRO- <br /> LDER, l ., G��� �f,y <br /> fi m <br /> - <br /> Ron Heinzen, G.E. `�o �3rAa <br /> Regional Manager/Principal -MICM- <br /> \r4V F 0?' <br /> RH:Ir <br /> 20-4476-0 I.G02/201 1 R 1242 Page 6 of 6 <br /> O 2001 Kleinfelder, Inc. October 11,2001 <br />
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