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ARCHIVED REPORTS XR0012562
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2900 - Site Mitigation Program
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PR0536618
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ARCHIVED REPORTS XR0012562
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Entry Properties
Last modified
3/4/2019 10:37:51 AM
Creation date
3/4/2019 8:02:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012562
RECORD_ID
PR0536618
PE
2960
FACILITY_ID
FA0021026
FACILITY_NAME
STOCKTON CHARTER WAY COMMON PLUME
STREET_NUMBER
440
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16503003
CURRENT_STATUS
01
SITE_LOCATION
440 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Milir J �' __ ,rk, - w,r c6��"` <br /> k <br /> } <br /> Texaco Environmental Services September 11, 1991 <br /> 02320 0075 Page 2 <br /> A soil venting pilot test was performed on May 21, 1991 to determine if soil venting could be used <br /> to remadlate the subsurface soils. Existing MWs were used as vapor extractIon points during the test,and <br /> vapors were extracted using a 1.5-horsepower(hp)regenerative blower. Results from the pilot test Indicate <br /> a conservative radius of Influence of 25 feet. Air samples collected from PAW-4 and MW-5 contained total <br /> petroleum hydrocarbons as gasoline(TPH-G)of 71,000 and 150,000 pg;i,respectively. 'Awa se the. S <br /> ire a ssned t per. lgys .*,Or:sts Viand;sands se�N vapors may <br /> have <br /> been <br /> prefe�e���t•"arr Trt�'df��'�e cap �ary"firirge In the'f�a0�r`�' 5�'�t�eregore 1the�rau��.rrf�o�n�.4*�test mdyi <br /> ,.. , <br /> ncrk car at ttta,ca[x33. r►t i tha upper clay self trorizon where the!'Mbrlty of t.�e adsorbed hydros rboet <br /> 3.0 PROPOSED SCOPE OF WORK <br /> 3.1 SOIL_VAPOR EXTRACTION WELL INSTALLATION <br /> �A tE< a?.�:f wA. sedlr s f_lnllsleitce, vhp�tFtts€n�a 1; Ahp rag66eM0 bl'C' er fov',vapor4� <br /> extraction,weft wrll be n;crired #o tpm. diate}he subsurface ecils.,Jin an attempt_to Isolate Individual/ <br /> tratlgraphfC MYLr Ons for son venting;thri.upper clay and lower silty,sand},tyio ufYJs MIM be nested ft►,eacf,r <br /> ti Four 12-Inch diameter soil borings will be drilled to a depth of 40 feet BGS,and each VEW will be <br /> constructed using 10 feet of 4-in6e diameter PVC well screen and blank casing to the surface. Screen will <br /> be placed at depths of 5 to 25, and 3o to 40 feet BGS,a 2-to 34eet tKck bentonite seal placed between <br /> the two sections of screen will isolate the nested VEW's from one another. A sand pack equivalent to <br /> number 3 Monterey sand will be placed in the annulus around the screened sections,and cement grout will l <br /> complete the wells to the surface. FIgure 5 (Appendix A) presents a construction diagram of the VEW. <br /> Figure B (Appendix A) presents the VIEW locations, their estimated radii of influence and the estimated <br /> horizontal extent of Impacted soils in the subsurface. <br /> I <br /> 3.2 SOIL VAPOR EXTRACTION TEST <br /> A soil vapor extraction test will be performed using the VEWs upon completion. Prior to conducting <br /> the test,permission will be acqu;red from the San Joaquin County Air Pollution Control District(SJCAPCD). <br /> The test will be conducted to determine the radius of Influence and the hydrocarbon concentrations In soli <br /> vapors extracted from the VIEWS. Vapors will be drawn using a 1.5 hp regem-!ative blower. Flow rates <br /> during the test will be altered to aid In determining the size blower that ltilif be required to achieve the <br /> desired radius of influence. Air samples collected during the test will be sent to a state-certified laboratory <br /> Com:GROUNDWATER <br /> TECHNflLOGY,IPiC. <br /> 0O75COSTYRO <br /> i <br />
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