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SR0084165_SSNL
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2600 - Land Use Program
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SR0084165_SSNL
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Last modified
9/14/2021 1:35:54 PM
Creation date
9/14/2021 1:25:38 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0084165
PE
2602
FACILITY_NAME
CASCADE ENERGY STORAGE LLC
STREET_NUMBER
2482
Direction
E
STREET_NAME
CARPENTER
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
17914018
ENTERED_DATE
8/31/2021 12:00:00 AM
SITE_LOCATION
2482 E CARPENTER RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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4.6 Complete Chain of Custody document, including printed and signed name of third party sampler, condition of <br />sample and date and time the sample was submitted to the lab. For Laboratory samplers, complete laboratory <br />report to include the above noted information. <br />5.0 SOIL PROFILE INFORMATION SECTION <br />fl 5.1 Site map showing the location, with dimensions, of the soil profile pit on the parcel. <br />5.2 Description of soil profile pit including depth and dimensions. <br />5.3 Description of soil lithology as noted from test pit by appropriate professional using industry standard protocol. <br />5.4 Discussion of soil lithology as related to future onsite septic uses. <br />S = Sufficient <br />I = Insufficient <br />[:(I 6.0 PERCOLATION TEST INFORMATION SECTION <br />E 6.1 Site map showing the location, with concise and accurate dimensions of the percolation test holes on the parcel. <br />El El 6.2 The minimum number of shallow and deep percolation tests was performed for each parcel. <br />/▪ Z) <br /> <br />Q -9,-c 4— N• -42.‘ <br />• 6.3 Descrion (,)71it--gte, time and protocol used to prepare the test hole, including depth and dimensions of hole, <br />preparation of hole, and depth of water used to presoak (minimum 12 inches). <br />6.4 Description of the date, time and condition of the test hole after the 24-hour soak period (hole still intact, hole dry, <br />depth to water remaining in hole, etc.) <br />Ey 6.5 The test conformed to SJC Policy EHD 02-02 (correct depth, diameter, 2" gravel, 6" water refill, correct readings <br />recorded). <br />6.6 Complete Percolation Test Form (including readings) was provided with RENS verification signature. The rate <br />was correctly calculated using the last reading. <br />• 6.7 Discussion of any potential problems predicted and/or the need for an engineered or alternative septic system. <br /> <br />El 6.8 Discussion of percolation rates in relation to the type, size and location of future leach fields needed at the site. <br />7.0 CONCLUSION SECTION <br />7.1 The report was signed and stamped by the appropriately registered individual <br />Reviewed By: Ossms—, <br /> <br />Reviewed Date: %\ o I Vtre- <br /> <br />EHD 26-02-003 <br /> Page 2 of 3 <br />Soil Suitability Checklist <br />7/14/2003
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