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SU0006678 SSNL
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SU0006678 SSNL
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Last modified
5/7/2020 11:32:39 AM
Creation date
9/4/2019 6:09:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006678
PE
2622
FACILITY_NAME
PA-0700358
STREET_NUMBER
375
Direction
N
STREET_NAME
ESCALON BELLOTA
STREET_TYPE
RD
City
LINDEN
APN
09313003
ENTERED_DATE
8/3/2007 12:00:00 AM
SITE_LOCATION
375 N ESCALON BELLOTA RD
RECEIVED_DATE
8/2/2007 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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\MIGRATIONS\E\ESCALON BELLOTA\375\PA-0700358\SU0006678\SS STDY.PDF
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EHD - Public
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,9 3 <br /> F," r <br /> GEOTECHNICAL <br /> NEIL O. ANDERSON ENVIRONMENTAL <br /> AN D ASSOCIATES INSPECTIONS a TESTING <br /> LABORATORY SERVICES I <br /> 4 POOL ENGINEERING 1 <br /> I <br /> Fr POST TENSION DESIGN <br /> August 15, 2008 <br /> Our Project Number: LGS080530 <br /> Mr. Steven Sanguinetti <br /> F4' 2780 South Hewitt Road <br /> Linden, CA 95236 I <br /> Subject: Percolation Tests for Septic System Disposal Field <br /> Northwest Corner of Copperopolis & Escalon Bellota Road <br /> APN: 092-130-03 <br /> 4 Linden, California 95236 <br /> r; Dear Mr. Sanguinetti, <br /> Per your request, our office has conducted additional drilling and percolation testing on four (4) <br /> parcels at the subject property located at the northwest corner of East Copperopolis Road and <br /> Escalon Bellota Road in Linden, California. The property is approximately 155.17 acres in size <br /> and is presently used for pasture. Mr. Joe Murphy of Dillon and Murphy Engineering in Lodi, <br /> 4 requested that our office conduct a deep percolation test on each parcel to satisfy a <br /> 1 requirement of the Environmental Health Department for siting new residential septic systems. <br /> The percolation test hole locations are shown on the attached parcel map. We understand that <br /> �{ Dillon and Murphy had already drilled shallow holes on the site prior to our office conducting <br /> 1 . <br /> dee percolation testing. <br /> .9 <br /> Several soil borings were drilled on each parcel. On June 27, 2008 sail borings were drilled on <br /> l Jeach parcel using atruck-mounted deep rock drilling rig with a 4-inch diameter auger. The <br /> , <br /> borings were drilled to a depth of approximately three and a half feet (3.5) and 10 feet, at <br /> which depth the rig underwent auger refusal due to cemented clays, gravels and some cobbles. <br /> F Our office began the percolation testing of these borings on June 28, 2008 and cancelled the <br /> tests because of standing water still remaining in the hole after presoaking 24 hours prior. No <br /> movement was observed. <br />` Our office returned on August 11, 2008 with a track mounted deep rock drilling rig with a 4-inch 0113 <br /> diameter auger in order to penetrate the difficult soils, A soil boring to a depth of approximately <br /> 25 feet was drilled on each parcel. No groundwater was encountered in any of the test borings. <br /> Please see the following tables for more details regarding the percolation test holes and <br /> I information regarding the soils encountered in the borings. The soils were comparable in each <br /> boring. <br /> F <br /> ANGELS CAMP - LODI MODESTO - RENO • SACRAMENTO - WALNUT CREEK <br /> L 0 0 1 902 Industrial Way Lodi,CA 95240 - 209.367.3701 - FAX 209-369-4228 - www.noanderson.com <br />
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