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ARCHIVED REPORTS_XR0010543
EnvironmentalHealth
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PR0545704
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ARCHIVED REPORTS_XR0010543
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Last modified
5/28/2020 11:07:32 AM
Creation date
5/28/2020 11:04:39 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010543
RECORD_ID
PR0545704
PE
3526
FACILITY_ID
FA0009999
FACILITY_NAME
AT&T California - UEX54/UE9AJ
STREET_NUMBER
242
Direction
N
STREET_NAME
SUTTER
STREET_TYPE
ST
City
Stockton
Zip
95202
CURRENT_STATUS
01
SITE_LOCATION
242 N SUTTER ST
P_DISTRICT
001
QC Status
Approved
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LSauers
Tags
EHD - Public
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P O Box 4353, Mountain View, CA 94040-4353 <br /> RO.GEO CONSULTANTS, INC (650) 428-0588 • FAX (650) 428-0589 <br /> October 23 2000 �� ��i�'� 4 <br /> , <br /> Project 3267-E <br /> San Joaquin County Enviioiunental Health Division (PHS/EHD) <br /> 304 Weber Avenue, Third Floor <br /> Stockton, California 95202 <br /> Attention Ms Lori Duncan, RENS <br /> Subject Addendum to Proposed Work Plan <br /> Extent of Soil/Groundwater Contamination <br /> 242 N. Sutter Avenue, Stockton, CA 95202 <br /> (APN 139-250-05; Site Code: 9327) <br /> Dean Ms Dancan, <br /> The following addendum items are in response to the requirements listed in your letter of <br /> October 5, 2000 relative to an evaluation of the contamination potential at the captioned <br /> site Our previous evaluation of the vertical and horizontal extent of hydrocarbon <br /> contamination of the on-site soil indicates that the contamination plume is along the <br /> northeastern corner of the subject property, as shown on the attached Plate 1 The vertical <br /> extent of contamination in this area is as follows <br /> PROBE CONTAMINATION ZONE THICKNESS AMOUNT OF TPH-GAS <br /> G 20 feet -t 0 feet 4 Ppm <br /> B 10 to 30 feet 20 feet 100 to 9 ppm <br /> A 20 to 40 feet 20 feet 3 to 250 ppm <br /> Our response to the specific comments outlined in the Environmental Health Division's <br /> letter are presented below <br /> We piopm,e to install the iecluued 3 monitoring wells, as shown on Plate 1, in accordance <br /> with the monitoring well construction design shown on Plate 2 The wells will be <br /> constructed of 2-inch diameter PVC pipe (sch 40) with 0 02 inch factory-slotted <br /> perforations The monitoring well in the northeast corner of the site will extend to a depth <br /> of 60 feet, the other two wells will extend to depths of 40 feet <br />
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