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SU0006105 SSNL
Environmental Health - Public
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SU0006105 SSNL
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Last modified
5/7/2020 11:32:08 AM
Creation date
9/5/2019 10:57:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006105
PE
2633
FACILITY_NAME
PA-0600359
STREET_NUMBER
10998
Direction
S
STREET_NAME
HARLAN
STREET_TYPE
RD
City
FRENCH CAMP
APN
19333030
ENTERED_DATE
7/5/2006 12:00:00 AM
SITE_LOCATION
10998 S HARLAN RD
RECEIVED_DATE
7/3/2006 12:00:00 AM
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\H\HARLAN\10998\PA-0600359\SU0006105\NL STDY.PDF
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EHD - Public
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R m KLEINFELDER <br /> EXPECT MORE <br /> As previously mentioned, a concentration of DBCP was not found in the groundwater <br /> in detectable amounts. <br /> The nearest water body to the site is the San Joaquin River, approximately 2 miles to <br /> the west. Due to the distance to the San Joaquin River and the general gradient of <br /> groundwater, we anticipate that the impact to surface water will be low. <br /> The concentration of nitrate-nitrogen (NO3) in the groundwater was below the state <br /> standard of 45 mg/I. Based on these results and the results of our nitrate loading <br /> calculations, we estimate that the potential nitrate-nitrogen concentration in <br /> groundwater, resulting from the proposed leach field, will not rise above the state <br /> standard. <br /> Even though the estimated waste/septic flow and nitrate concentration of the leach <br /> field effluent value used in our calculations are probably conservative, it is our <br /> professional opinion that a conventional septic tank/leach trench sewage disposal <br /> system designed per SJCEHD criteria will adequately serve the proposed Pilot Travel <br /> Center and that there is not a need for an engineered septic system to be installed at <br /> the site. <br /> 11. LIMITATIONS <br /> Kleinfelder has prepared this report in accordance with the generally accepted <br /> standards of care that exist in San Joaquin County at the time of writing. It should be <br /> recognized that definition and evaluation of geologic and chemical subsurface <br /> conditions are difficult. Judgments leading to conclusions and recommendations are <br /> generally made with an incomplete knowledge of the subsurface and/or historic <br /> conditions applicable to the site. The conclusions of this report are based on the <br /> information provided regarding the existing and proposed development and on-site <br /> conditions as well as our field observations, percolation test results, and experience in <br /> the project area. It was assumed that the percolation test results are representative of <br /> the subsurface conditions in the general area. No warranty, expressed or implied, is <br /> made. <br /> Regulations and professional standards applicable to Kleinfelder's services are <br /> continually evolving. Techniques are, by necessity, often new and relatively untried. <br /> Different professionals may reasonably adopt different approaches to similar <br /> problems. Therefore, no warranty or guarantee, expressed or implied, will be included <br /> in Kleinfelder's scope of service. <br /> Kleinfelder will assume no responsibility or liability whatsoever for any claim, loss of <br /> property value, damage, or injury that results from pre-existing hazardous materials <br /> being encountered or present on the project site, or from the discovery of such <br /> hazardous materials. <br /> 6. <br /> 82946.G01/ST07R401 lSJW:Ivllr May 30,2007 <br /> L ©2007 Kleinfelder Page 7 of 8 <br />
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