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SU-2601274_SSNL
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Entry Properties
Last modified
4/24/2026 8:11:20 AM
Creation date
4/24/2026 8:05:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU-2601274
PE
2602 - SOIL SUITABILITY AND NITRATE LOADING STUDY REVIEW
STREET_NUMBER
3359
Direction
N
STREET_NAME
FINE
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
10524004
CURRENT_STATUS
In Review
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
3359 N FINE RD LINDEN 95236
Tags
EHD - Public
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5.0 SOIL PROFILE INFORMATION SECTION <br /> 5.1 Site map showing the location, with dimensions, of the soil profiled pit on the parcel. See <br /> Appendix. <br /> 5.2 Description of soil profile pit including depth and dimensions. The shallow test holes <br /> were prepared per County Standards. The holes were excavated to depths of 22.5 and 25 inches <br /> and 8 inches in diameter. They were backfilled with 2 inches of"pea gravel". <br /> 5.3 Description of soil lithology as noted from test pit by appropriate professional using <br /> industry standard protocol. The Soil in this area is classified as Cogna Loam and San Joaquin <br /> Sandy Loam as stated in the Soil Survey of San Joaquin County, as provided by the United <br /> States Department of Agriculture, Soil Conservation Service. <br /> 5.4 Discussion of soil lithology as related to future onsite septic uses: The Cogna <br /> Loam and San Joaquin Sandy Loam have permeability that is moderate. <br /> 6.0 PERCOLATION TEST INFORMATION SECTION <br /> 6.1 Site map showing the location, with concise and accurate dimensions of the percolation <br /> test holes on the parcel: See Appendix. <br /> 6.2 The minimum number of shallow and deep percolation tests were performed for each <br /> parcel: Four shallow percolation test holes were prepared on-site. One shallow percolation test <br /> hole was prepared on each proposed parcel. <br /> 6.3 Description of the date, time and protocol used to prepare the test hole, including <br /> depth and dimensions of hole, preparation of hole, and depth of water used to presoak <br /> (minimum 12 inches): The shallow test holes were excavated to depths of 22.5 and 25 inches <br /> and 8 inches in diameter and backfilled with 2 inches of"pea gravel" in accordance with County <br /> Standards. The shallow holes were prepared by Corey Pottoff of Dillon & Murphy on March 12, <br /> 2026 at 7:30 a.m. On March 30, 2026 at 7:30 a.m., the 24 hours presoak period was started. The <br /> holes were filled with 12 inches of water over the gravel at this time. <br /> 6.4 Description of the date, time and condition of the test hole after the 24-hour soak period <br /> (hole still intact,hole dry,preparation of hole, and depth of water used to presoak(minimum <br /> 12 inches): On March 31, 2026 at 7:30 a.m., the four shallow test hole was dry. Six inches of <br /> water were added to the holes and the holes were deemed suitable to continue. The shallow tests\ <br /> passed the minimum County requirements. <br /> 6.5 The test conformed to SJC Policy EH 02-02 (correct depth, diameter,2" gravel,6" water <br /> refill,correct readings recorded). The percolation test conformed to San Joaquin County Policy <br /> EHD 02-02. <br /> 6.6 Complete Percolation Test Form (including readings) was provided with REHS <br /> verification signature. The rate was correctly calculated using the last reading. See Appendix <br /> for Test Results Form. <br /> 3 <br />
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