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SR0085847_SSNL
Environmental Health - Public
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2600 - Land Use Program
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SR0085847_SSNL
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Last modified
10/5/2022 11:20:46 AM
Creation date
10/5/2022 11:15:40 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0085847
PE
2602
STREET_NUMBER
550
Direction
N
STREET_NAME
HEWITT
STREET_TYPE
RD
City
STOCKTON
Zip
95236
APN
09303063
ENTERED_DATE
9/30/2022 12:00:00 AM
SITE_LOCATION
550 N HEWITT RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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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 220 — Redding Garvelly loam, <br />236 — San Joaquin County Sandy loam, and 237 — San Joaquin County Sandy loam as stated in <br />the soil survey of San Joaquin County as provided by the US Department of Agriculture (USDA) <br />soil conservation service (see appendix). <br />5.4 Discussion of soil lithology as related to future onsite septic uses: The <br />236 — San Joaquin County Sandy loam, 220 — Redding Gravelly loam, and 237 — San Joaquin <br />County Sandy loam has a permeability that is very slow. <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: Five shallow percolation test holes were prepared on the 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 hole for test hole #1 was excavated to a depth of 18 <br />inches, test hole #2 was excavated to a depth of 30 inches, test hole #3 was excavated to a depth <br />of 30 inches, test hole #4 was excavated to a depth of 18 inches, test hole #5 was excavated to a <br />depth of 18 inches. All holes are 12 inches in diameter, backfilled with 2 inches of "Pea gravel" <br />in accordance with County Standards. The shallow holes were prepared by staff of <br />Dillon & Murphy on August 11, 2022. The 24 hour presoak period for test holes #1-5 was started <br />on August 11, 2022 at between 7:30 and 7:40 am. The holes were filled with 12 inches of water <br />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): The shallow test hole for the hole #1-5 was dry on August 12, 2022 prior to <br />commencing any testing. The test started from 7:30 to 7:40 am. Six inches of water was added to <br />the holes and the holes were deemed suitable to continue. The shallow tests passed the minimum <br />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 tests 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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