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SU0005186_SSNL
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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99 (STATE ROUTE 99)
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2600 - Land Use Program
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PA-0500401
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SU0005186_SSNL
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Last modified
11/19/2024 1:52:16 PM
Creation date
9/8/2019 12:49:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005186
PE
2611
FACILITY_NAME
PA-0500401
STREET_NUMBER
10748
Direction
N
STREET_NAME
STATE ROUTE 99
City
STOCKTON
APN
08607006 & 07
ENTERED_DATE
7/6/2005 12:00:00 AM
SITE_LOCATION
10748 N HWY 99
RECEIVED_DATE
7/6/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\N\HWY 99\10748\PA-0500401\SU0005186\NL STDY.PDF
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EHD - Public
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`. I <br /> SELECTED SOIL PROFILE DATA UNDER <br /> FALLOW LAND AREA OF PROPOSED LOT 3 and LOT 10 <br /> 20 ft 5 ppm 8.5/16.7 37%Sand <br /> Under Proposed Lot 3 36%Silt Loam <br /> Sample 1D:20FT3 26%Clay 41 <br /> 25 ft 5 ppm 8.4/17.7 37%Sand <br /> I!nder Proposed Lot 3 36%Silt Loam <br /> Sample to:25FT3 26%Clay <br /> 5 it 3 ppm 8.6/15.7 65%Sand <br /> Under Proposed Lot 10 12%Silt Sandy Clay Loam <br /> Sample ID:5'-10 22%Clay <br /> loft 4 ppm 8.6/15.7 51%Sand <br /> Under Proposed Lot 10 22%Silt Sandy Clay Loam <br /> Sample m:10'10 26%Clay <br /> 15 ft 4 ppm 8.6/15.7 65%Sand <br /> Under Proposed Lot 10 18%Silt Sandy Loam <br /> Sample 11):15'10 16%Clay <br /> 20 ft 4 ppm 8.6/15.7 73%Sand <br /> Under Proposed Lot 10 12%Silt Sandy Loam <br /> Sample ID:20'10 14%Clay <br /> 25 ft 3 ppm 8.6/15.7 69%Sand <br /> Under Proposed Lot 10 16%Silt Sandy Loam <br /> Sample m:25'10 14%Clay <br /> 2. SUBSURFACE SOIL CHEMISTRY DIRECTLY UNDER ON-SITE LEACHFIELD <br /> NLS§ 3.3 A soil sample was retrieved 18 inches directly below the drain rock which served the on- <br /> site residential septic system for the past -50 years. The soil under the leachline was excavated <br /> and exposed using a front-end loader used to raze the on-site residential structure. The soil under <br /> the drain rock was very moist indicating that effluent was percolating through the drain rock and <br /> into the soil under the leachline trench. After sampling,the soil was taken to A & L Western <br /> Agricultural Labs under the attached Chain of Custody. <br /> The test results for the soil under the leachline show a very high nitrate-nitrogen concentration at <br /> 97 ppm NO3-N,which is approximately 19 times higher than found in soils under lots 3 and 10. It <br /> is theorized that as the septic effluent travels through the drain rock, which must have a sufficient <br /> aerobic environment,the effluent is nitrifying. The nitrate then enters the underlying soil which <br /> has a 22%clay content. However, at the sample depth, the effluent has not traveled a sufficient <br /> distance for the clay soil to promote denitrification. <br /> It was my understanding that an excavator was to be used in demolition of the old house and <br /> related structures, and not a front-end loader. An excavator would have provided an excellent <br /> means of soil sampling at five-foot intervals directly under the leachline down to a depth of 25 feet. <br /> An analytical soil profile could have been developed showing if denitrification is occurring with <br /> increasing depth. The following Table illustrates the nitrogen fraction concentration, and other <br /> pertinent data such as soil particle analysis found in the soil 18 inches under the leachline trench: <br /> Page -4- <br /> Chesney Consulting <br />
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