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SU0005209 SSNL
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SU0005209 SSNL
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Entry Properties
Last modified
5/7/2020 11:31:33 AM
Creation date
9/5/2019 10:40:26 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005209
PE
2631
FACILITY_NAME
PA-0300369
STREET_NUMBER
18882
Direction
E
STREET_NAME
GAWNE
STREET_TYPE
RD
City
STOCKTON
APN
18504001
ENTERED_DATE
7/20/2005 12:00:00 AM
SITE_LOCATION
18882 E GAWNE RD
P_LOCATION
99
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\G\GAWNE\18882\PA-0300369\SU0005209\NL STDY.PDF
Tags
EHD - Public
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KLEINFELDER <br /> The results of the remaining percolations tests (Lots 9, 16, 17, 18, 24, 25, and 28) indicate that a <br /> suitable soil percolation stratum exists at depths ranging from about 8 to 17 feet below the <br /> L existing ground surface at the locations tested. A suitable soil condition for tests deeper than <br /> about 3% feet is defined as a stratum capable of percolating water at a rate of 30 min/inch or <br /> faster. A conventional septic tank/leach trench sewage disposal system with seepage pits <br /> designed per SJCEHD criteria should adequately serve the proposed residence. The seepage pits <br /> should extend into the more sandy soils that were encountered at depths ranging from about 8 to <br /> 17 feet below the existing site grade. <br /> .. LIMITATIONS <br /> Kleinfelder has prepared this report in accordance with the generally accepted standards of care <br /> that exist in San Joaquin County at the time of writing. It should be recognized that definition <br /> and evaluation of geologic and chemical subsurface conditions are difficult. Judgments leading <br /> to conclusions and recommendations are generally made with an incomplete knowledge of the <br /> subsurface and/or historic conditions applicable to the site. The conclusions of this report are <br /> based on the information provided regarding the existing and proposed development and on-site <br /> conditions as well as our field observations,percolation test results, and experience in the project <br /> 4 area. It was assumed that the percolation test results are representative of the subsurface <br /> conditions in the general area. No warranty, expressed or implied, is made. <br /> L Regulations and professional standards applicable to Kleinfelder's services are continually <br /> evolving. Techniques are, by necessity, often new and relatively untried. Different professionals <br /> may reasonably adopt different approaches to similar problems. Therefore, no warranty or <br /> Lguarantee, expressed or implied, will be included in Kleinfelder's scope of service. <br /> Kleinfelder will assume no responsibility or liability whatsoever for any claim, loss of property <br /> value, damage, or injury that results from pre-existing hazardous materials being encountered or <br /> 6. present on the project site, or from the discovery of such hazardous materials. <br /> This document may be used only by the client and only for the purposes stated, within a <br /> L reasonable time from its issuance. Land use, site conditions (both on site and off site) or other <br /> factors may change over time, and additional work may be required with the passage of time. <br /> ` We appreciate the opportunity of providing our services for this project. If you have questions <br /> regarding this report or if we may be of further assistance,please contact our office. <br /> Respectfully submitted, <br /> L QROFEss7o <br /> KLEINFELDE <br /> h Fy Z <br /> 6. W No. 64998 z <br /> �. 6-07 <br /> anJ. O0lsen, C. : j ert ` ony"Martin,R.G., REA-I <br /> LStaff Engineer ONI �e "Senior Geologist/Regional Manager <br /> Op CAUFOP <br /> RJO:Ir <br /> L Attachments <br /> L32585.G01/Sr03R1168 November 26,2003 <br /> 0 2003 Kleinfelder,Inc. Page 6 of 6 <br /> L <br />
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