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SU0004416 SSNL
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SU0004416 SSNL
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Entry Properties
Last modified
5/7/2020 11:30:47 AM
Creation date
9/6/2019 10:26:19 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004416
PE
2632
FACILITY_NAME
SA-01-74
STREET_NUMBER
4799
Direction
N
STREET_NAME
JACK TONE
STREET_TYPE
RD
City
STOCKTON
APN
08917051
ENTERED_DATE
5/19/2004 12:00:00 AM
SITE_LOCATION
4799 N JACK TONE RD
RECEIVED_DATE
9/20/2001 12:00:00 AM
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\J\JACK TONE\4799\SA-01-74\SU0004416\NL STDY.PDF
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EHD - Public
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osso <br /> NEIL. O. "'SON & ASSOCIATES, INC. <br /> GEOTECHMCAL•E NMENTAL•GROUNDWATER•INSPECTIONS• G•LABORATORY SERVICES <br /> WUSIM www.noande mco. CORPORATE OFFICE SACRAMENTO OFFICE <br /> FMAD-: noa@wandmomcom 22 Housmn Ia 4221 Northpm Boulevard,Suim 6 <br /> MCO: (530)891-6304 Lodi,Califomia 95240-2405 Sacramento,Califamia 95834-1227 <br /> STOCRTON: (2N)4n-IN] (209)367-3701 (916)929-9267 <br /> Iw4C OM & (916)631J 55 FAx:(209)333-8303 FAx:(916)929-9269 <br /> April 22,2002 <br /> Delivery:U.S.Mail and Fax(209)464-0138 <br /> Mr. Ray Borges <br /> San Joaquin County PHS-EHD <br /> 304 E. Weber Avenue, Third Floor 1 h <br /> S� <br /> Stockton, CA 95202 <br /> Subject: REPORT ADDENDUM = ' <br /> SOIL SUITABILITY/NITRATE LOADING STUDY <br /> CHINCHIOLO FRUIT COMPANY(SA-01-74,LA-01-95) <br /> 4799 N.JACK TONE ROAD,STOCKTON, CALIFORNIA <br /> OUR JOB NUMBER: LGOI-397 <br /> Dear Mr. Borges, <br /> Based on our telephone conversation of April 22, 2002, the following letter provides the <br /> clarifications you requested regarding the subject project. Each of the following bullets is a <br /> response to your inquiry. <br /> •A chain of custody for the water sample is attached to the letter. Also attached is a copy <br /> of the reports. <br /> • The depth of percolation test P-3 is 19-ft and the depth of P-4 is about 3.5-ft. Boring B- <br /> 2 was not completed into a percolation test due to clayey soil observed during drilling. <br /> A total of four(4) percolation tests were performed on the site: P-1, P-2, P-3, and P4. <br /> • The estimate for deep percolation of rain in the Lodi area can be estimated by using <br /> precipitation and ETo from the CIMS Lodi Weather Station. Our office has typically <br /> estimated about 7.06 inches of deep percolation of rain on similar projects based on <br /> long term precipitation data and the previous years ETo measurement which was <br /> obtained from the CIMS page on the internet. More recently, long term ETo has been <br /> available from the U.C. Davis Integrated Pest Management database for the same <br /> weather station(http://www.ipm.ucdavis.edu/WEATHER/retrieveavgs.httnl). The <br /> calculations in the report utilize 7.86 inches for deep percolation of rain however Plate 8 <br /> states deep percolation of rain is 6.84 inches. Both numbers should not have been used <br /> together in the report. Both estimates are applicable however 6.84 inches is probably <br /> more conservative since it is based on long term ETo. The following calculations reflect <br /> the adjustment to the nitrate loading balance based on 6.84 inches of deep percolation of <br /> rain. <br />
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