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SU0004864 SSNL
Environmental Health - Public
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SU0004864 SSNL
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Last modified
5/7/2020 11:31:18 AM
Creation date
9/4/2019 10:15:22 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004864
PE
2631
FACILITY_NAME
PA-0500081
STREET_NUMBER
23315
Direction
S
STREET_NAME
BANTA
STREET_TYPE
RD
City
TRACY
APN
25013007
ENTERED_DATE
3/2/2005 12:00:00 AM
SITE_LOCATION
23315 S BANTA RD
RECEIVED_DATE
3/1/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\B\BANTA\23315\PA-0500081\SU0004864\NL STDY.PDF
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EHD - Public
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PERCOLATION TESTING <br /> It is unknown at this time where purchasers of each Parcel will build their homes and therefore <br /> septic system location, except for Parcel 16, which has been sold. The purchasers of Parcel 16 are <br /> proposing to install their septic system 300 feet west of Banta Road. The fact that each parcel is <br /> approximately 10 acres in size, percolation testing was conducted on the remaining Parcels in <br /> + logical locations. For example, Parcels 12 through 17 are adjacent to Banta Road. Percolation <br /> testing was done approximately 200 feet from Banta Road, in-between the southern and northern . <br /> property lines on the premise that purchasers of these parcels will probably build near this Road. <br /> This premise also applies to the "interior Parcels" 10, 11, 18, 19 and 20, which front the proposed <br /> access road, Adelen Avenue. These'test locations maintain sufficient distances between future <br /> septic systems and domestic wells to be installed for each Parcel. Pere test locations were <br /> determined with a 300 ft tape measure. <br /> SSS§ 6.2, 6.3, 6.4, 6.5 The following-information describes the preparation of the percolation <br /> test borings and the actual percolation testing: On September 2, 2005, one shallow perc test boring <br /> was drilled with a truck-mounted Mobile Drill Rig on all 11 Parcels, along with the upgradient <br /> and downgradient soil borings for groundwater depth determination and sampling. The sidewalls <br /> of the shallow borings were scored with a pry-bar and the loose material removed. Two inches of <br /> fine gravel was placed at the bottom and three-inch perforated PVC pipe was inserted in all of the <br /> test borings. <br /> /On September 7, 2005, at 0800 his,.perc test borings 12, 13, 14, 15, 16 and 17 were pre-saturated <br />! with 12 inches of water. 'On September 8, 2005, at 0625 hrs, perc test borings 10, 11, 18, 19 and <br /> 20 were pre-saturated with 12 inches of water. There was no standing water in any of the perc <br /> test borings after each 24-hour soak period, as depicted in Table 1 below. Consequently, EHD <br /> Pere Test Procedure##2 was conducted for all 11 perc test borings. <br /> On September 8, 2005, at 0700 hrs,perc testing commenced for parcels 12 through 17. On <br /> September 9, perc testing commenced at 0700 hrs for parcels 10, 11, 18, 19 and 20. <br /> The last half hour of the tests were witnessed by David Van Dyne of EHD for Parcels 12 through <br /> g <br /> 17. Mike Huggins of EHD witnessed the last half hour of the tests for Parcels 10, 11, 18, 19 and <br /> 20. The following Table summarizes and illustrates the pertinent data for each proposed parcel, <br /> including septic system leaching structures, existing acreage,post soak period status and perc test <br /> f results for the respective Parcels: <br /> f <br /> Page-5- <br /> Chesney Consulting ` <br /> I <br />
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