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SU0000994 SSNL
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SU0000994 SSNL
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Entry Properties
Last modified
5/7/2020 11:28:10 AM
Creation date
9/8/2019 12:43:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0000994
PE
2622
FACILITY_NAME
MS-92-191
STREET_NUMBER
8005
Direction
E
STREET_NAME
PELTIER
STREET_TYPE
RD
City
ACAMPO
ENTERED_DATE
10/10/2001 12:00:00 AM
SITE_LOCATION
8005 E PELTIER RD
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\P\PELTIER\8005\MS-92-191\SU0000994\SS STDY.PDF
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EHD - Public
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DEC 3 0 1992 <br /> SOIL SUITABILITY STUDY ENVIRONMENTAL HEALTH <br /> FOR THE PERMIT/SERVICES <br /> JOHN J . OWENS PROPERTY <br /> PARCEL MAP NO. MS-92-191 , PARCEL NOS . 1 AND 2 <br /> 8005 EAST PELTIER ROAD, ACAMPO, CALIFORNIA 95220 <br /> December 30 , 1992 E. <br /> Prepared By11584 T <br /> Walter E. Curtis <br /> Civil Engineer sj CIVIC yet' <br /> C.E. # 11584 'Tf OF C AUE�4 <br /> 418 Matthew Plaza <br /> Lodi , California 95240 <br /> Phone: ( 209) 368-4159 <br /> PROJECT DESCRIPTION: To divide a 29 . 8 acre parcel into two (2 ) <br /> parcels , Parcel 1 to contain 27 . 8 acres and <br /> Parcel No. 2 to contain 2 . 0 acres . <br /> TEST RESULTS : <br /> Parcel No. Test Hole Percolation Rate Minimum Usable <br /> No. (Minutes Per Inch) Disposal Area <br /> ( Square Feet ) <br /> 1 P1 4 . 4 6 , 000 <br /> 2 P2 6 . 7 6 , 000 <br /> SOIL PROFILE: No water was encountered in excavating the <br /> Percolation and Soil Profile Test Holes to a maximum <br /> depth of ten ( 10) feet . See the attached "Field <br /> Percolation Data Sheet" and "Parcel Map" as well as <br /> the text of this report for the specific soil layer , <br /> character , and location details . <br /> WELL WATER ANALYSIS : See the attached three (3) "FGL Environmental " <br /> letters , all dated December 8 , 1992 , as well <br /> as the text of this report . <br /> RECOMMENDATIONS : 6 , 000 square feet minimum usable disposal areas <br /> are recommended for both Parcel Nos . 1 and 2 to <br /> accommodate subsurface horizontal leaching fields . <br /> However , due to the variable nature of the soil in <br /> this general area, if the site selected for <br /> development is at a different location than the <br /> site tested, careful note of the soil character <br /> and nature should be taken at the time of <br /> construction at the specific site selected for a <br /> planned system and the discharge of effluent into <br /> a combination of leach lines and seepage pits be <br /> considered as an alternate system. <br />
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