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SU0007602_SSNL
Environmental Health - Public
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EHD Program Facility Records by Street Name
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88 (STATE ROUTE 88)
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17436
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2600 - Land Use Program
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PA-0900033
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SU0007602_SSNL
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Last modified
11/20/2024 9:22:01 AM
Creation date
9/4/2019 6:17:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0007602
PE
2666
FACILITY_NAME
PA-0900033
STREET_NUMBER
17436
Direction
N
STREET_NAME
STATE ROUTE 88
City
LOCKEFORD
APN
05125012 13
ENTERED_DATE
2/24/2009 12:00:00 AM
SITE_LOCATION
17436 N HWY 88
RECEIVED_DATE
2/23/2009 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\E\HWY 88\17436\PA-0900033\SU0007602\SS STDY.PDF \MIGRATIONS\E\HWY 88\17436\PA-0900033\SU0007602\NL STDY.PDF
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EHD - Public
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f <br /> /.3 Description of soil litholo <br /> p gy as noted from test pit by appropriate professional using <br /> industry standard protocol: The soil in this area is classified as Bruella Sandy Loam and <br /> San Joaquin Loam as stated in the Soil Survey of San Joaquin County, California as provided by <br /> F <br /> the United States Department of Agriculture, Soil Conservation Service. <br /> �5.4 Discussion of soil lithology as related to future onsite septic uses: The Bruella Sandy <br /> F. Loam has a moderately slow permeability and San Joaquin Loam has a very slow permeability <br /> thus; percolation rate was 42 min/in (See Appendix). <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 <br /> arcel: See Appendix.I <br /> P <br /> 1 6.2 The Minimum Number of Shallow and Deep Percolation Tests was Performed for Each <br /> Parcel: One shallow percolation test hole was prepared. See Appendix) <br /> , I p p P ( - <br /> F. v6.3 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 was excavated to a depth of 42 inches and <br /> t 8 inches in diameter and backfilled with 2 inches of"pea gravel" in accordance with County <br /> Standards. The shallow hole was prepared by Jake Handel on November 17, 2008 at 7:00 a.m. <br /> On November 20; 2008 at 7:30 a.m. the 24 hour presoak period was started. The hole was filled <br /> with 12 inches of water over the gravel at this time. <br /> Y6.4 Description of the Date, Time and Condition of the Test Hole After the 24-Hour Soak <br /> F11 Period (Hole Still Intact,Hole Dry, Depth to Water Remaining in Hole, Etc.): On <br /> November 21, 2008 at 7:30 a.m. the shallow test hole was dry. Six inches of water was added <br /> to the hole and the hole was deemed suitable to continue. The shallow test passed the minimum <br /> County requirements. <br /> F �6.5 The Test Conformed to San Joaquin County Policy EHD 02-02 (Correct Depth, <br /> diameter,2" gravel, 6" Water Refill, Correct Readings Recorded): The percolation test <br /> conformed to San Joaquin County Policy FHD 02-02. <br /> y .6 Complete Percolation Test Form (Including Readings) Was Provided With REHS <br /> Verification Signature. The Rate Was Correctly Calculated Using the Last Reading: <br /> PSee Appendix for Test Result Form. <br /> Shallow <br /> FTEST HOLE CPERCOLDATIONRAT <br /> i <br /> F *See Results in Appendix. <br /> 1. .� 3 <br /> Fj' <br /> c:108571Soil Suitability Report 120308 <br />
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