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SU0008440 SSNL
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SU0008440 SSNL
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Last modified
5/7/2020 11:33:30 AM
Creation date
9/4/2019 6:39:11 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0008440
PE
2622
FACILITY_NAME
PA-1000187
STREET_NUMBER
22650
Direction
E
STREET_NAME
FRAZIER
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
06708001, 03
ENTERED_DATE
9/8/2010 12:00:00 AM
SITE_LOCATION
22650 E FRAZIER RD
RECEIVED_DATE
9/8/2010 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\F\FRAZIER\22650\PA-1000187\SU0008440\SS STDY.PDF
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EHD - Public
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F <br /> transported via automobile to Precision Environ-Tech and released to them (see chain <br /> of custody in Appendix). The nitrates were measured at 8.62 mg/l. The DBCP was <br /> measured as non-detect (see Appendix for results). Based on water testing, potential <br /> r 1 . for contamination is very low. <br /> VI. SOIL PROFILE AND PERCOLATION TESTS <br /> One test hole was excavated to a depth of 3.5 feet in the area of the homesite. <br /> The purpose of the test hole was to determine percolation rates in this area. For <br /> approximate location of the test hole, see the Tentative Parcel Map In the Appendix. <br /> The hole was prepared in accordance with County Standards. The hole was <br /> excavated on November 4, 2003 and filled to a measuring of 30 inches, 12" inches <br /> above the gravel with water for the 24-hour presoak period. On <br /> November 5, 2003, at 8:00 a.m. after the presoak period the hole contained no <br /> F water, and the 4 hour test was performed in accordance with County standards. <br /> Soils iithology in the general area of the test holes consisted of a loam. As a <br /> shallow percolation test proved adequate for a conventional septic system, no further <br /> soil exploration was necessary. <br /> FA copy of the Soils Classification Map prepared by the U.S. Department of Ag <br /> Soil Conversation Service is included in the Appendices. Their map classified the soils <br /> as Columbia fine sandy loam. Due to the classification, there should be no potential <br /> i <br /> problems or special engineering required on future septic systems. <br /> One percolation test was performed in a hole with 8 inch in diameter by 42 <br /> inches deep backfilled with 2 inches of gravel. The one hole was filled with water 24 <br /> hours prior to running the test. The test hole for Parcel 1 was performed under a 4 hour <br /> fest. The last half hour of the test reading for Parcel 1 was witnessed by a County <br /> Health Official and the test data obtained is enclosed in the Appendix. <br /> F. Parcel Number Percolation Rate <br /> F1 15.00 minutes/inch <br /> II <br /> VII. GROUNDWATER <br /> A Groundwater test was performed on the water faucet located by the office <br /> building on the adjacent property (A.P.N. 091-350-04). The property address is 8100 <br /> Fi N. Podesta Lane, Linden, CA. The samples were taken from a domestic well. The <br /> well was tested for nitrates and DBCP. The samples were taken by Mike Toy of Dillon <br /> F. & Murphy and driven directly to Precision Environ-Tech. Water was taken from the <br /> faucet at the office. The samples were taken from 8100 N. Podesta Lane, Linden, <br /> CA 95236. The sample containers were filled with water from the faucet, the <br /> F, samples were only handled by Mike Toy of Dillon & Murphy, and placed in a <br /> h 2 <br /> 0:10210717921 N.Podesta Lane SOILS REPORT 110503 <br />
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