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SU0008548 SSNL
Environmental Health - Public
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SU0008548 SSNL
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Last modified
5/7/2020 11:33:33 AM
Creation date
9/4/2019 6:38:32 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0008548
PE
2622
FACILITY_NAME
PA-1000279
STREET_NUMBER
18600
Direction
E
STREET_NAME
FRAZIER
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
06515002 04
ENTERED_DATE
12/20/2010 12:00:00 AM
SITE_LOCATION
18600 E FRAZIER RD
RECEIVED_DATE
12/17/2010 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\F\FRAZIER\18600\PA-1000279\SU0008548\SS STDY.PDF
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EHD - Public
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6.7 Discussion of any potentional problems predicted and/or the need for an engineered or <br /> alternative septic system. In this area, the soils are classified as Rocklin Sandy Loam,.San,;leoaq in <br /> Sandy Loam, and San Joaquin Complex. Due to this classification and percolation ram a sta" d-ard <br /> t septic system similar to the one found on the other homesites wouldbe d-can..ub- <br /> parcel. 17- <br /> 6.8 Discussion of percolation rates in relation to the type, size and location of future leach <br /> fields needed at the site. Based on the results of the percolation.-rate'jrrd--the~spilgprofile;�i <br /> Dillon & Murphy's opinion that the subject parcels are suite r a typical on-site sewage dispos_, <br /> system. <br /> } Based on the depth to groundwater in the area, and the size of the proposed parcel, it our opinion <br /> that the installation of any new proposed septic system, if property installed, sh- 1V na versely <br /> affect the quality of groundwater in the area. <br /> 7.0 CONCLUSION SECTION <br /> The conclusions of this report are based on the information provided regarding the proposed <br /> + development, the use of the subject property, and the site conditions as they existed at the time <br /> we excavated our test holes and performed the percolation tests. It was assumed that the test holes <br /> and percolation tests results are representative of the subsurface conditions in the general area. <br /> Our services were performed, our findings obtained, and our conclusions proposed in accordance <br /> with generally accepted engineering principles and practices. The warranty is in lieu of all other <br /> warranties either expressed or implied. Test findings and statements of professional opinion do <br /> } not constitute a guarantee or warranty, expressed or implied. <br /> i <br /> LIMITATIONS <br /> Dillon & Murphy does not assume responsibility for the discovery and elimination of environmental <br /> hazards which may be discovered. Recommendations suggested in no way assure the elimination <br /> of any possible environmental concerns. <br /> The extent of this report cannot guarantee surface or subsurface conditions do not exist. <br /> The possibility for contaminants always exist. <br /> �',OFESS/ON <br /> MURPDILLON & MURPHY <br /> UJ <br /> M' <br /> a.45277 <br /> IXP.9-30-12 � <br /> ` o Murphy <br /> `sTgT CIVIL R. E. 45,277 <br /> OF GAFF ', <br /> t +� <br /> 4 <br /> �f ' <br />
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