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SU0004532
Environmental Health - Public
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SU0004532
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Last modified
5/7/2020 11:30:52 AM
Creation date
9/4/2019 10:37:22 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0004532
PE
2632
FACILITY_NAME
PA-0400365
STREET_NUMBER
23709
Direction
E
STREET_NAME
BRANDT
STREET_TYPE
RD
City
LODI
Zip
95240
APN
02317008
ENTERED_DATE
7/6/2004 12:00:00 AM
SITE_LOCATION
23709 E BRANDT RD
RECEIVED_DATE
6/30/2004 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\B\BRANDT\23709\PA-0400365\SU0004532\APPL.PDF \MIGRATIONS\B\BRANDT\23709\PA-0400365\SU0004532\CDD OK.PDF \MIGRATIONS\B\BRANDT\23709\PA-0400365\SU0004532\EH COND.PDF \MIGRATIONS\B\BRANDT\23709\PA-0400365\SU0004532\EH PERM.PDF
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EHD - Public
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PROM SKS PHONE NO. 1209 91939116 Oct. 13 2004 01:13PM. P4 <br /> SKS Enterprise Chicken Ranch TL Project No. F52429.01-01 <br /> 23709 East Brant Road Page 3 <br /> Lodi,California <br /> SIE OBSERVATIONS AND RESULTS <br /> Grading was completed prior to Twining's arrival at the site. The in-place density tests were <br /> performed by W.Mike Cole,Twining's Engineering Technician,periodically from September 14 <br /> through 28,2004. A total of fifty-eight(58) in-place density tests were conducted. The results of <br /> the in-place density tests ranged from a low of 94 percent to a high of 100 percent relative <br /> compaction. The individual test data is summarized in the attached Table Two. <br /> CONCLU I,�ONS <br /> Based on the results of the in-place density tests, we conclude that the native fill soil placed was <br /> tested and compacted to at least 90 percent relative compaction. E <br /> LUITATIONS # <br /> It should be noted that the precision of the field density and laboratory maximum dry density test # <br /> results are subject to variation inherent with testing procedures and heterogeneous soil <br /> characteristics_ Quantitative values of testing precision have been documented by the American r <br /> Society of Testing and Materials. Results indicate the accuracy of the ASTM D-1557 test to be plus i <br /> or minus 4 percent of the mean density. Based on this information, relative compaction results <br /> should be interpreted as approximate values subject to variations in lateral and vertical directions_ <br /> Survey lines and elevations relative to grade modifications,final design grades,locations of various <br /> elements, etc_were established by others. <br /> This report represents the condition of the barn pad areas as of the date the compaction tests were <br /> conducted. If the areas tested are disturbed by natural or man-made causes,the areas should be re- <br /> tested to verify adequate compaction and stability. The test procedures used complied with generally <br /> accepted methods practiced in the industry. The data presented in this report is provided for <br /> informational purposes only. We do not undertake the guarantee of construction nor do we relieve <br /> the contractor of his primary responsibility to produce a completed project in accordance with the <br /> pians and specifications. We claim no responsibility or liability for damages originating from the <br /> improper use of these results. Our services.were performed, our findings obtained and results <br /> presented in accordance with generally accepted testing principles and practices exercised in the City <br /> of Lodi as of September 2004. This warranty is in lieu of all other warranties either expressed or <br /> implied. <br /> i <br /> ' i <br />
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