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SU0000634 SSNL
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MS-96-11
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SU0000634 SSNL
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Last modified
6/4/2020 1:18:26 PM
Creation date
6/4/2020 1:17:27 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0000634
PE
2622
FACILITY_NAME
MS-96-11
STREET_NUMBER
5780
Direction
N
STREET_NAME
ASHLEY
STREET_TYPE
LN
City
STOCKTON
ENTERED_DATE
9/24/2001 12:00:00 AM
SITE_LOCATION
5780 N ASHLEY LN
QC Status
Approved
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SJGOV\gmartinez
Tags
EHD - Public
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(HARDPAN) TO VARIED :DEPTHS ACCOUNTING FOR THE VARIED SUC:CE SS OF <br /> LOCAL FARMERS TO PRODUCE ROW AND ORCHARD CROPS. <br /> ONE MAY EMPIRICALLY OBSERVE THE VARIED SOIL TYPES `":CROSS THE <br /> AREA OF THE SUBDIVIDED PARCELS AS WELL AS BY THE DIFFERENTIAL OF <br /> PERCOLATION RATES FOUND DURING THE TESTS PERFORMED FOR THIS STUDY <br /> AND ONE PERFORMED FOR THE PROPERTY ADJACENT TO THE NORTHEAST IN <br /> 1984, PER ms e4-10. <br /> WHILE THE HIGH ACIDITY OF LAYMAN CLAY HAS BEEN A DETERMINANT <br /> IN THE FAILURE OF THE ATTEMPT TO GROW CROPS IN THE AREA ITS <br /> LEACHING QUALITIES MAY CONTRIBUTE TO RESIDUAL CALCIFICATION OF <br /> THE INTERFACE WITH THE GEOLOC I CALLY PREEX I S TANT R I NCON CLAY <br /> SUBSTRATA. COMBINED WITH'' THE LOWER RATIO OF SAND TO SILT IN WYMA�1 <br /> SERIES SOIL THIS PROVIDES A MITIGATING INFLUENCE ON THE RATE OF <br /> BIOABSORBTION FROM LEACHATE EFFLUENT. <br /> GROUNDWATER DEPTH IS APPROXIMATELY 2�3-90 FEET FROM THE <br /> SURFACE. <br /> b. SEPTAGE PERCOLATION ENVIRONMENT AND TESTS <br /> THERE ARE SEVERAL OPERATING SEPTAGE FIELDS NEARBY. <br /> ON PARCEL 4, THERE EXISTS A 1600 GALLON TANK INSTALLED IN <br /> 1977 AS A REPLACEMENT FOR A PRECEDING 200 GALLON TANK WHICH <br /> SERVES THE CHURCH HALL (PERMIT 77-052) _, DRAIN FIELD =SIZE IS NOT A <br /> MATTER OF RECORD. IN 1994 ANOTHER TANS: AND DRAIN FIELD CONSISTING <br /> OF FIVE 1007 LINES AND 5 PITS WAS ADDED TO SERVE THE SCHOOL <br /> BUILDING EAST OF THE CHURCH. <br /> ON THE DESIGNATED REMAINDER PARCEL THERE EXISTS A 1200 <br /> GALLON TANK WITH 100' OF LEACH LINE AND A PIT (PERMIT 75-133) FOR <br /> THE SHOP AND AN EXISTING SEPTIC TANS-:: AND LEACHING FIELD FOP; THE <br /> RESIDENCE THE PERMIT FOR WHICH WAS NOT FOUND D ON FILE, PROBABLY <br /> DUE TO THE AGE OF THE INSTALLATION. <br /> WHILE THERE MUST BE A SYSTEM IN USE AT THE RESIDENCE EAST OF <br /> THE CHURCH PROPERT`! AND NORTH OF PARCEL 2 NO RECORDS WERE FOUND <br /> IN COUNTY ENVIRONMENTAL HEALTH FILES. SEPTAGE TESTING WAS <br /> PERFORMED UNDER M`t` DIRECTION UNDER PERMIT IN LATE 1924 ON THE <br /> PARCEL IN QUESTION AND THE ADJACENT REMAINDER PARCEL WITH <br /> ACCEPTABLE RESULTS. REFER TO M.S. 84--10. <br /> TESTING FOR M_S. 96-11 WAS PERFORMED UNDER PERMIT <br /> APPLICATION # 010016 2016 Off,! AUGUST 9, 1996 UNDER THE OBSERVATION OF <br /> CAROL OZ, A SANITARIAN WITH THE SAN OAQU I N COUNTY DEPT. OF <br /> ENVIRONMENTAL HEALTH. <br /> THREE SITES WERE CHOSEN, ONE ON EACH OF THE VACANT FIVE ACRE <br /> PARCELS, PARCELS 1 , 2 AND ?, (SEE COPY OF APPLICATION ATTACHED) . <br /> ALL HOLES WERE DRY AFTER OVERNIGHT SOAKING. <br /> SITES 1 & _ HAD AN OBSERVED RATE OF 5" PER HOUR WHILE SITE 2 <br /> PERCOLATED AT 3" PER HOUR. THE DIFFERENCE IN RESULTS MAY BE <br /> ATTRIBUTED TO THE VARIED DEPTH OF THE WYMAN SEPTIES SOIL. (SEE <br /> SECTION 5 ABOVE) . A COPY OF THE PERMIT AND FIELD WORKSHEET ARE <br /> APPENDED. <br />
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