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SU0004624 SSNL
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SU0004624 SSNL
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Entry Properties
Last modified
5/7/2020 11:30:59 AM
Creation date
9/5/2019 10:56:16 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004624
PE
2622
FACILITY_NAME
PA-0400475
STREET_NUMBER
23607
Direction
S
STREET_NAME
HANSEN
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
20913017
ENTERED_DATE
9/2/2004 12:00:00 AM
SITE_LOCATION
23607 S HANSEN RD
RECEIVED_DATE
8/30/2004 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\H\HANSEN\23607\PA-0400475\SU0004624\SS STDY.PDF
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EHD - Public
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F ti <br /> (§ 6.2, 6.3 and 6.5) On November 28, 2006, 0900 hrs, one shallow perc test boring of 38 inches <br /> and one deep perc test boring of 276 inches (23 ft)were drilled for Parcel 1, and one shallow perc <br /> test boring of 42 inches and one deep perc test boring of 240 inches (20 ft) were drilled for Parcel 2 <br /> with a truck-mounted Mobile Drill B-24 drill rig. <br /> The sidewalls of the shallow borings were scored with a pry-bar and the loose material removed. <br /> The sidewalls of the two deeper borings could not be scored due to their depths. Two inches of fine <br /> pea gravel was placed at the bottom and three-inch perforated PVC pipe was inserted in each of the <br /> four test borings. All borings were pre-saturated on November 29, 2006, 0930 hrs with 12 inches of <br /> water. <br /> (§ 6.4) On November 30, 2006, 1000 hrs,percolation testing commenced for the foperc tests. <br /> There was no standing water after the 24-hour soak period, as illustrated in(Table 1 b ow. / <br /> Consequently, EHD Perc Test Procedure#2 was conducted for the four test Borings. The last half <br /> hour of the tests was witnessed by Mr. Ted Tasiopoulos, R.E.H.S. of EHD. The maximum <br /> acceptable perc rate is 60 min/in for shallow perc tests and 30 min/in for the deep 25 ft test boring. <br /> (§ 5.4 and 6.8) The following Table summarizes the percolation test results and related data: <br /> TABLE 1 <br /> PERCOLATION TEST RESULTS AND RELATED DATA <br /> PARCEL PROPOSED PERC TEST DEPTH POST SOAK PERC TEST <br /> POTENTIAL SEPTIC ACREAGE PERIOD RESULTS <br /> SYSTEM STRUCTURE STATUS <br /> EXISTING <br /> STRUCTURE <br /> Parcel 1 2.38 t Acres 38 INCHES No Standing 31.3 ntin/in <br /> Leachlines and Water in �; <br /> Seepage Pits for any Hole <br /> Future Installation. <br /> Existing House with 276 INCHES No Standing 5.0 'n/in <br /> Leachlines and (23 FT) Water in <br /> Seepage Pits(?) Hole <br /> Parcel 2 2.05 t Acres 42 INCHES No Standing8.6 n)in/in <br /> Leachlines and Water in ' <br /> Seepage Pits for any Hole <br /> Future Installation. <br /> Existing Mobile Home 240 INCHES No Standing 4.3 min/in <br /> with Leachlines and 20 FT Water in <br /> Seepage Pits(?) Hole <br /> Page -3- <br /> Chesney Consulting <br />
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