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3500 - Local Oversight Program
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PR0544711
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Last modified
7/30/2019 2:03:41 PM
Creation date
7/30/2019 1:45:38 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544711
PE
3528
FACILITY_ID
FA0005478
FACILITY_NAME
CUTTER LUMBER
STREET_NUMBER
4004
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17525005
CURRENT_STATUS
02
SITE_LOCATION
4004 S EL DORADO ST
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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- - _,. _. -^ - - ^ - - - - - -- - (^ - - - ^ - - - - <br /> 1 510 685 91 GROUNDWRTER TECH 1kx +/92 :;15: 15 003 � <br /> II <br /> ii <br /> FI Mr. Steve Schneider <br /> SJCP HS , <br /> October S. 19W <br /> I <br /> Page 2 <br /> 1 <br /> S. ProR2sW_.lindhrldual TACM Crtterla for STEX <br /> 1 You requested that individual target criteria be proposed for benzene,toluene, ethylbernzene, and total <br /> xylenes in the stockpiled soil. In addition, you asked that these criteria be based on the guidelines <br /> posited by Jon Marshack of the Califormia Regional Water Quality Control Board, Central Valley Region, <br /> i in his paper entitled: Wanated LWI yL odoloay for Waste Classification and ClWdup,Level <br /> I Determination. dated October 1986. Therefore, we have revised our proposed target criteria for BTEX. <br /> ,j The revised target criteria for individual constituents is shown in the following_table.JThese target criteria <br /> l r<are'considered quite conservative, and therefore mare than adequate to meet SJl'HS and RwOC�tank concerns, because no environmental attenuation has been assumed, and groundwater beneath th <br /> i excavation is already Impacted above the water quality goals <br /> 'j TARGET CRITERIA FOR SOIL TO BE RETURNED TO THE TANK EXCAVATION. <br /> CONSTITUENT WATER QUALITY LEACHABILITY TARdET CRITERIA <br /> GOAL FACTOR IN SOIL <br /> BENZENE 0.7 ug/1 10 0.007 mg/kg <br /> j TOLUENE 100 Ug/I 10 _1.0:mg/kg <br /> i <br /> i ETHYLBENZENE 680 ug/I 10 .6.13 mg/kg <br /> i <br /> TOTAL XYLENES 1.750 ug/I 10 17.5, mg/kg <br /> 4. Placement of a Btiffer Zone in the <br /> You requested that other soil stockpiled on the Manna Pf'o s—a-irom receht excavations on the northem:5 <br /> property boundary be used as a "buffer zone" between stockpiled soil returned to the tank excavation <br /> i and the highest groundwater observed at the site. We have found that the depth to groundwater } <br /> beneath the site typically is approximately 40 feet below grade. According to SJCPHS; during a recent, <br /> flood season, groundwater was observed as high as 30-35 feet below grade. To establish a reasonable <br /> buffer zone to prevent tank pit soils from.contacting high groundwater, we propose the following: i <br /> Before any stockpiled soil meeting target criteria Is placed in the excavatlonj a 7buffer <br /> =one' of clean fill from the excavation at the northern end of the site will be placed in the <br /> bottom of the excavation to a depth of 10 feet below grade. Notwithstanding the above, <br /> i stockpiled soil represented by composite samples showing Concentrations of petroleum <br /> hydrocarbons below laboratory detection 'levels may, in lieu of soil from the northern <br /> bour]dary(or alternative sources), be used to fill tteexcavation..to..10 feet.below rade. <br /> Manna Pro, however,will not lee-required-to abtaifaddctional soil from aftemative 0ff-si3e <br /> sources If there is not enough soil from the northern boundary or from the stockpile to' <br /> I'I fill the excavation up to 10 feet below grade (Manna Pro is informed that at least.,70Qj <br /> 1 cublc yards of soil from the northern boundary currently exlst.on the site)! P <br /> is <br /> Pl L GROUNDWATER <br /> . . . ...r ........_.._- .e <br />
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