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ARCHIVED REPORTS XR0012677
EnvironmentalHealth
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EIGHT MILE
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2900 - Site Mitigation Program
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PR0541077
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ARCHIVED REPORTS XR0012677
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Last modified
7/10/2019 7:46:09 PM
Creation date
7/10/2019 9:54:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012677
RECORD_ID
PR0541077
PE
2960
FACILITY_ID
FA0023517
FACILITY_NAME
PS MARINA 5 / KING ISLAND RESORT
STREET_NUMBER
11530
Direction
W
STREET_NAME
EIGHT MILE
STREET_TYPE
RD
City
STOCKTON
Zip
95219
APN
07119006
CURRENT_STATUS
01
SITE_LOCATION
11530 W EIGHT MILE RD
P_LOCATION
01
QC Status
Approved
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EHD - Public
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MIN <br /> 4.0 HYDROGEOLOGY <br /> The site is locate(!within the central portion of the physiographic providence known as the Great <br /> Valley. The Great Valley is a large elongate northwest-trending asymmetric structural trough <br /> that has been filled with a thick sequence of sediments ranging in age:iorr.Jurassic to Recent. <br /> In the study area these sediments consist of a heterogeneous sequence of gravel, sand, silt, and <br /> clay deposited by the Sacramento River system. The sediments encountered during drilling <br /> ' consist primarily of ar• organic soil to approximately 5 feet below grade underlain with peat to <br /> -` 12 feet. The soil beneath the peat consists of a fat clay to total depth of 16 feet below grade. <br /> Lithologic logs are presented in Appendix 1. <br /> he deposits containing fresh groundwater in the area are principally unconsolidated continental <br /> deposits of Pliocene to Recent age that extend to depths ranging from I.a3 than ten to more than <br /> 3,500 feet. Groundwater was encountered during drilling activities at approximately 1.5 feet <br /> below grade. <br /> 5.0 FIELD INVESTIGATION <br /> To provide additional information regarding subsurface conditions at the site, RESNA <br /> IndustrieslWaterWoir Corp. supervised the drilling of 5 groundwater monitoringwells during <br /> the months of March and .April 1991. The drilling was performed by ExcelTech Drilling of <br /> y <br /> Fremont,California, utilizing,a hoIIow-stem auger drill rig. The wells were situated to provide. <br /> information regarding groundwater quality and hydraulic conditions beneath the site(Figure 5). <br /> A. <br /> 5.1 Samoling Procedures <br /> All borings were sampled at approximately 1.0 to 2.5 feet below grade using a split-spoon <br /> " sampler with brass liners. The brass liners were sealed at each end with aluminum foil and a <br /> plastic cap. The plastic cap was secured with tape and the sample placed on ice. The soil was <br /> logged by a qualified geologist using the Unified Soil Classification System. Descriptions of'rhe <br /> soils encountered and monitoring well details were recorded on the well/boring logs (Appendix <br /> 'I King!Mand Resort-367 <br /> Rc�7591.wp 3 <br /> N. <br /> I <br />
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