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SITE INFORMATION AND CORRESPONDENCE
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2900 - Site Mitigation Program
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PR0508387
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/26/2021 1:26:37 PM
Creation date
5/26/2021 11:23:49 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0508387
PE
2960
FACILITY_ID
FA0008052
FACILITY_NAME
CONNELL MOTOR TRUCK
STREET_NUMBER
2219
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
11736029
CURRENT_STATUS
01
SITE_LOCATION
2219 N WILSON WAY
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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Mr. Sheldon Heckman, c/o Kama E. errigfeld 21 June 2004 <br /> River City Petroleum/Former Connell Motor Lift Truck <br /> 2211 N. Wilson Way, Stockton -2 - <br /> Since <br /> 2 -Since contamination has been identified in the 150-foot sand zone,the third monitoring well screened at 145-150 <br /> feet bgs is to be installed during Phase One. Also, the Workplan should state that if analytical results confirm <br /> petroleum hydrocarbon contamination exists in the Phase One well screened from 250-255 feet,then"...an <br /> additional scope will be transmitted to CVRWQCB-CVR Staff for concurrence and approval."for a deeper well. <br /> The Workplan proposes the installation of Schedule 40 steel cased 2"diameter monitoring wells, due to <br /> anticipated increased thermal load(heating) and weight from neat cement grout precluding the use of polyvinyl <br /> chloride (PVC)casing and well screens. As stated in my 6 May 2004 letter,I believe that satisfactory wells can <br /> be installed using Schedule 80 PVC and bentonite grout for well construction. Steel cased wells,in addition to <br /> being more expensive than PVC wells,can be problematic to sample and expensive to rehabilitate when iron <br /> bacteria foul the well screens. I suggest that you reconsider your choice of well casing material. If you choose <br /> steel,then you should get State Water Resources Control Board,Underground Storage Tanks(UST)Cleanup <br /> Fund approval for the additional cost. Also, if there are problems with biofouling of the steel wells, we would <br /> recommend that any rehabilitation costs be paid by you and not be eligible for UST Cleanup Fund <br /> reimbursement. Additionally,bentonite grout,if properly emplaced in the boring around PVC wells,would not <br /> allow cross-contamination, and would facilitate future well abandonment. The use of a tremie pipe for grout <br /> emplacement and centralizers every 20 feet,while holding the well casing string in tension during construction, <br /> would aid proper well construction and prevent collapse of a PVC well casing/well screen. It is my <br /> understanding that San Joaquin County Environmental Health Department(SJCEHD)permits the use of <br /> bentonite grout if it can be demonstrated that the interaction between site contaminants and grout will not prevent <br /> proper sealing of the well during installation or cause degradation of the grout after installation of the well. <br /> The Workplan proposes use of Sonic Drilling for well installation, stating this drilling method would better <br /> isolate the boring from cross-contamination,while minimizing accumulated Investigative Derived Waste(IDW), <br /> i.e., contaminated wet sediments and water. Sonic Drilling reportedly dewaters the soil cores prior to removal <br /> from the borings. The added cost for Sonic Drilling method is approximate to, or is less than,the cost for drilling <br /> and disposal of IDW for hollow stern auger,mud rotary drive casing and air rotary hammer drive casing drilling <br /> methods. I concur with the proposal to employ Sonic Drilling for the proposed monitoring wells. I discussed my <br /> concerns with site access issues associated with large Sonic Drilling rigs with AGE staff in a phone call on 12 <br /> June 2004. It appears that the canopy over the dispenser island will require at least partial removal to allow <br /> access to the drill rig mast. It is my understanding that you opposed the entire removal of the canopy,due to the <br /> signage attached above the canopy. In order to address site safety concerns,a structural engineer should inspect <br /> and assess the condition of the canopy, and provide a stamped recommendation on the proposed partial <br /> dismantling of the canopy,prior to its removal. <br /> Please provide at least 72 hours prior notice to San Joaquin County staff and myself for fieldwork. You may call <br /> me at(916)464-4615 or email me at bartonj6rb5s.swrcb.ca.gov. <br /> a.1 <br /> James L.Barton,R.G. <br /> Engineering Geologist <br /> cc: Mr.Mark Owens, State Water Resources Control Board UST Cleanup Fund, Sacramento <br /> Mr.Michael Infurna,San Joaquin County Environmental Health Services, Stockton <br /> Mr.William Little,Advanced GeoEnvironmental, Stockton <br />
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