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SITE INFORMATION AND CORRESPONDENCE FILE 2
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PR0544231
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SITE INFORMATION AND CORRESPONDENCE FILE 2
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Last modified
3/6/2019 2:38:20 PM
Creation date
3/6/2019 1:37:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
FILE 2
RECORD_ID
PR0544231
PE
3526
FACILITY_ID
FA0023968
FACILITY_NAME
NOMELLINI CONSTRUCTION CO
STREET_NUMBER
1045
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323040
CURRENT_STATUS
02
SITE_LOCATION
1045 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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I <br /> San Joaquin County DIRECTOR <br /> PQM ' " Environmental Health Department Donna Heran, REHS <br /> ASSISTANT DIRECTOR <br /> 600 East Main Street Laurie Cotulla, REHS <br /> Stockton , California 95202-3029 PROGRAM COORDINATORS <br /> Carl Bergman, REHS <br /> c'q' • .�` P Website: www.S/gov. org1ehd Mike Huggins, REHS, RDI <br /> � tFORt� 9 Margaret Lagorio, REHS <br /> Phone : (209) 468=3420 Robert McClellon , REHS <br /> Fax : (209) 464-0138 Jeff Carruesco, REHS, RDI <br /> Kasey Foley, REHS <br /> DANTE JOHN NOMELLINI JUN 0 8 2007 <br /> NOMELLINI CONSTRUCTION <br /> PO BOX 1461 <br /> STOCKTON CA 95201 <br /> RE : Nomellini Construction Company Site Code : 1779124 <br /> 1045 W . Charter Way R0#: 382 <br /> Stockton , CA. 95206 SWRCB-CUF#: 552 <br /> The San Joaquin County Environmental Health Department ( EHD) has recently <br /> discussed the above referenced site with your consultant and the following <br /> comments are included for your review. <br /> Since our last correspondence dated May 1 , 2007 ( remailed to current address on <br /> May 8 , 2007), the EHD has determined that some existing monitoring wells onsite are <br /> constructed either across multiple water bearing zones or not constructed in a water <br /> bearing zone at all . This concern has been discussed with your consultant, and is <br /> now being brought to your attention . <br /> Your consultant advised that Table 4 was included in the quarterly reports to illustrate <br /> the relationship between the construction of the monitoring well screened intervals <br /> and the subsurface soil/lithology they are installed in . Although Table 4 shows clearly <br /> defined boundaries between permeable units and the less permeable units <br /> ( Hydrological Units —HU ), most of the subsurface lithologies do not maintain the <br /> uniform and consistent width , interval , or depth below ground surface that Table 4 <br /> shows ( i . e . HU-5 and MW- 11 ) . Additionally, the screened interval shown on Table 4 <br /> for MW-2 is incorrect. MW-2 was constructed with the screened interval at 32' bgs to <br /> 52 ' bgs, and not the 30' bgs to 50' bgs depicted on Table 4 bar graph . Please correct <br /> Table 4 prior to including it in future quarterly reports. <br /> The EHD is concerned that monitoring wells MW-3 , 47 57 7 , 8 , 9 , and possibly MW- 11 <br /> have screened intervals connecting one permeable unit ( HU-2 ) across a less <br /> permeable unit, ( HU-3) to a deeper permeable unit ( HU-4). This situation provides a <br /> potential vertical conduit for the migration of contamination from one zone to another, <br /> an unacceptable condition . These wells cannot be allowed to remain in place and are <br /> to be destroyed and replaced with monitoring wells screened across only one <br /> permeable unit. Additionally, newly installed MW- 10 and MW-11 contain elevated <br /> II levels of dissolved gasoline constituents but are constructed below HU-4 in a low <br /> permeability hydrological unit, therefore these wells do not provide a monitoring well <br /> screened across HU4 in these areas . <br />
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