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SU0007601_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-0900031
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SU0007601_SSNL
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Last modified
11/20/2024 9:22:01 AM
Creation date
9/4/2019 6:17:35 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0007601
PE
2691
FACILITY_NAME
PA-0900031
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-0900031\SU0007601\SS STDY.PDF \MIGRATIONS\E\HWY 88\17436\PA-0900031\SU0007601\NL STDY.PDF
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EHD - Public
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Fr <br /> /6.7 Discussion of Any Potential Problems Predicted and/Or the Need for An Engineered or <br /> Alternative Septic System: In this area, the soils are classified as Bruella Sandy Loam and <br /> IE San Joaquin Loam. Due to this classification and percolation rate, a standard septic system <br /> 1 7 would be recommended. However,when the final project and uses are defined, a more detailed <br /> analysis and design of the septic system will be required. <br /> Jb.8 Discussion of Percolation Rates in Relation to the Type, Size and Location of future <br /> leach fields at the site: Based on the results of the percolation rates and the soils profile, it is <br /> Dillon & Murphy's opinion that the subject proposed parcel is suited for a typical on-site sewage <br /> disposal systems. These systems should be properly designed and installed according to the <br /> current San Joaquin County criteria for standard septic systems. <br /> ' L <br /> a V13ased on the depth to groundwater in the area, and the size of the proposed parcels, it is our <br /> opinion that the installation of any new proposed septic system, if properly installed, should not <br /> adversely affect the quality of groundwater in the area. A Nitrate Loading System is also being <br /> prepared as part of the Zone Reclassification application. <br /> N 7.0 CONCLUSION SECTION <br /> The conclusions of this report are based on the information provided regarding the proposed <br /> { F development, the use of the subject property, and the site conditions as they existed at the time <br /> we excavated our test hole and performed the percolation tests. It was assumed that the test <br /> holes and percolation tests results are representative of the subsurface conditions in the general <br /> F area. <br /> FI IOur services were performed, our findings obtained, and our conclusions proposed in accordance <br /> with generally accepted engineering principles and practices. This warranty is in lieu of all other <br /> warranties either expressed or implied. Test findings and statements of professional opinion do <br /> not constitute aguarantee or warranty, expressed or implied. <br /> Eli <br /> O e?,OFESSAA� <br /> �'r, MU[nip <br /> Fi _ <br /> 4 277 e urphy <br /> l.; * o��� * C. . 45,277 <br /> sT �1V1L ��P <br /> qTE QF CA��F�� <br /> Fj <br /> F4 <br /> Fj00$571Soil Suitability Report 120308 <br />
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