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SU0004722 SSNL
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SU0004722 SSNL
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Last modified
5/7/2020 11:31:09 AM
Creation date
9/6/2019 11:02:57 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004722
PE
2631
FACILITY_NAME
PA-0400693
STREET_NUMBER
30400
Direction
E
STREET_NAME
LONE TREE
STREET_TYPE
RD
City
OAKDALE
Zip
95361
APN
22914011
ENTERED_DATE
11/24/2004 12:00:00 AM
SITE_LOCATION
30400 E LONE TREE RD
RECEIVED_DATE
11/23/2004 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\L\LONE TREE\30400\PA-0400693\SU0004722\SS STDY.PDF
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EHD - Public
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® •..r <br /> ® 91 <br /> ghe&xey <br /> May 31, 2006 2606 JuN 19 PH 3: 06 <br /> Project Number 25.06 c i t: : LINT Y <br /> EN'�linG+ii'���td�tAl <br /> FOR: Mr. &Mrs. Robert and Robin Worley HEALTH D E P A R T H E N T <br /> P.O. Box 50 <br /> Oakdale, CA 95361 <br /> (209) 765-0795 <br /> PROJECT: Lot 55, A.P.N. 229-140-13 <br /> 15444 South Green Estates Lane <br /> Oakdale, CA 95361 <br /> SUBJECT: Percolation Testing for a Residential Septic System <br /> INTRODUCTION <br /> Chesney Consulting has been retained by Mr. and Mrs. Worley to conduct percolation testing at <br /> their future residence, located at the address referenced above. The property consists of an <br /> approximate ten-acre Parcel, with their home being constructed near the center of the subject <br /> Parcel. <br /> Percolation testing had been previously conducted on this Parcel in the extreme northwest comer. <br /> This initial perc test was approximately 220 feet from the proposed location of the future septic <br /> system disposal area. The policy of the San Joaquin County Environmental Health Department <br /> (EHD) is for the installation of a septic system leachfield to be within 100 feet of the percolation <br /> tests conducted for that specific leachfield area. <br /> The percolation test locations and subsequent disposal area for the Worley's new home are <br /> denoted on the attached Plot Plan. Acceptable percolation in the deeper soils was observed, <br /> while virtually nonexistent permeability was observed in the shallow soils. <br /> SUBSURFACE SOIL STRUCTURE <br /> A Mobile Drill B-24 truck-mounted drill rig with solid stem auger was used to drill the <br /> exploratory and percolation test borings in the future effluent disposal area. This area was <br /> determined by Mr. Rob Worley. A field log-of-boring was made from soil auger cuttings of the <br /> 25 feet deep exploratory boring,which is found in Appendix C. Soil characteristics are described <br /> using the Unified Soil Classification System (USCS). As denoted on the log of boring, the soil <br /> characteristics underlying the disposal area down to four feet reveal the soil to be predominately <br /> lean clay containing a fine sand, with a cemented silts hardpan and claypan. <br /> Page 4- <br /> T O. BaX 3794 ♦ Tudock, " 95381 ♦ Of (209)668-1403 ♦ Ta;(209)668-2598 <br />
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