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SU0005653 SSNL
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SU0005653 SSNL
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Last modified
5/7/2020 11:31:41 AM
Creation date
9/6/2019 10:29:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005653
PE
2622
FACILITY_NAME
PA-0500574
STREET_NUMBER
10195
Direction
E
STREET_NAME
JAHANT
STREET_TYPE
RD
City
ACAMPO
Zip
95220
APN
00732017
ENTERED_DATE
9/27/2005 12:00:00 AM
SITE_LOCATION
10195 E JAHANT RD
RECEIVED_DATE
9/27/2005 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\J\JAHANT\10195\PA-0500574\SU0005653\SS STDY.PDF
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EHD - Public
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V,7 <br /> �an 6" On September 14, 2005, 1100 hrs, one shallow perc test boring and one deeper <br /> test boring, varying from 9.5 to 19 feet were drilled with a truck mounted drill rig on proposed <br /> Parcels 1 and the Designated Remainder. These test borings were drilled in the proposed future <br /> leachfield areas for the new homes. <br /> The sidewalls of the shallow borings were scored with a pry-bar and the loose material removed. <br /> Two inches of fine gravel was placed at the bottom and three-inch perforated PVC pipe was inserted <br /> in each of the test borings. All borings were pre-saturated Sunday, September 18, 2005 at 1000 hrs <br /> with 12 inches of water. <br /> /(99 On September 19, 2005, 0800 hrs, percolation testing commenced for all four borings. There <br /> was standing water after the 24-hour soak period in the two shallow perc tests borings, as illustrated in <br /> Table 1 below. Consequently, EHD Pere Test Procedure#1 was conducted for these two borings. <br /> here was no standing water after the 24-hour soak period in the two deep test borings. Therefore, <br /> P EHD Test Procedure#2as performed for these borings. The last half hour of the tests was <br /> witnessed by Lisa Medi a, REHS of the San Joaquin County Environmental Health Department. The <br /> maximum acceptable perc rate is 60 min/in for shallow perc tests and 30 min/in for the deep tests. <br /> j/ a The following Table illustrates the proposed Parcel number,potential septic system <br /> structure based on depth of passing perc rates,proposed acreage,post soak period status and perc <br /> test results for the respective perc test depths: <br /> TABLE 1 <br /> PERCOLATION TEST RESULTS AND RELATED DATA <br /> PROPOSED PARCEL PROPOSED PERC TEST DEPTHS: POST SOAK PERC TEST <br /> AND POTENTIAL ACREAGE SHALLOW PERIOD RESULTS <br /> SEPTIC SYSTEM DEEP STATUS <br /> STRUCTURE <br /> Parcel 1 5.0 Acres 42 INCHES 4 inchesP25 <br /> ED <br /> Leachlines and Sumps Standing Watern/in) <br /> 114 INCHES (9.5 FEET) No Standingnlin <br /> Water in Hole s <br /> Designated Remainder 5.0 Acres 42 INCHES 3 InchesED <br /> Parcel Standing watern/in) <br /> Leachlines and Limited <br /> Depth Seepage Pits or 228 INCHES(19 FEET) No Standing 4,1'rnin/in <br /> Deep Sumps Water in Hate <br /> 4.0 LOCAL GROUNDWATER AND SURFACE WATER INFORMATION <br /> {� 4.1 The 1999 Lines of Equal Depth Map published by the San Joaquin County Flood Control <br /> illus rates the groundwater depth to be 110 feet below ground surface (b.g.s.). The 1999 Lines of <br /> Equal Elevation Map illustrates the groundwater elevation to be relatively flat, with a flow in a <br /> northerly direction. <br /> Page -3- <br /> Chesney Consulting <br />
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