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2900 - Site Mitigation Program
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PR0524092
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
10/29/2019 10:35:45 AM
Creation date
10/29/2019 10:34:17 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0524092
PE
2965
FACILITY_ID
FA0016185
FACILITY_NAME
CARPENTER CO
STREET_NUMBER
17100
Direction
S
STREET_NAME
HARLAN
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19812004
CURRENT_STATUS
01
SITE_LOCATION
17100 S HARLAN RD
P_LOCATION
03
P_DISTRICT
003
QC Status
Approved
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Margaret Lagorio [EH] <br /> From: Mark List[mlist@waterboards.ca.gov] <br /> Sent: Thursday, May 19, 2005 3:09 PM <br /> To: Michael.Anderson@Nolte.com <br /> Cc: denny.bryant@carpenter.com;jzilles@kleinfelder.com; Margaret Lagorio [EH]; Timothy <br /> O'Brien; Wendy Wyels <br /> Subject: RE: REVIEW of Carpenter Company hydropunch sample collectionquestion <br /> Review of Proposed Collection of Shallow Groundwater Samples ati' Carpenter Company, <br /> Lathrop, San Joaquin County <br /> I reviewed the 18 May 2005 Proposed Collection of Shallow Groundwater Samples at Carpenter <br /> Company (Work Plan) submitted via e-mail from Michael Anderson of Nolte Associates, Inc. , <br /> on behalf of the Carpenter Company. Additionally I spoke with Mr. Anderson on 19 May 2005 <br /> to clarify details of the proposed sampling and analysis plan. Based on the information <br /> provided and the details of these recent conversations, I understand that you propose <br /> installing four shallow soil borings, each to an anticipated total depth of about 15 feet <br /> below ground surface, and collecting hydropunch groundwater samples from each boring. <br /> Mr. Anderson stated that he anticipates that the groundwater flow direction is toward the <br /> west, and placement of the four sampling locations is based on this assumption. As <br /> presented, and assuming a westward groundwater flow direction, hydropunch points #2 and #3 <br /> are within the disposal area at or near the downgradient edge, while hydropunch points #1 <br /> and #4 are upgradient/within the disposal area, and cross-gradient/outside the disposal <br /> area, respectively. As an initial screening evaluation, such assumptions may be <br /> justified, however, additional sampling may be necessary and reuired at a later date. <br /> You propose analyzing ail groundwater samples for: <br /> General Minerals, <br /> VDS/FDS, BOD, <br /> Nitrogen series (TKN, Nitrate-N, Ammonia-N) , <br /> Total coliform, and <br /> Fecal coliform. <br /> We concur with your proposed groundwater sampling and analysis plan. You must obtain all <br /> applicable permits and clearances prior to initiating this work. We understand that you <br /> will provide the results of this shallow groundwater characterization work with your <br /> Description of Proposed Discharge of Wastewater and Stormwater plan to be submitted by 6 <br /> June 2005. <br /> Due to significant staff resource constraints, in the future please provide a minimum of <br /> thirty days to allow adequate time for Regional Board staff review of work plan <br /> submittals. If you have any questions, please call Tim O'Brien at (916) 464-4616 or me at <br /> (916) 464-4732. We can also be reached via e-mail at tobrien@wa,terborads.ca.gov and <br /> mlist@waterboards.ca.gov. <br /> MARK R. LIST, R.G. , Chief <br /> Waste Discharge to Land Unit <br /> MARK R. LIST, R.G. <br /> Senior Engineering Geologist li <br /> Waste Discharge to Land Unit <br /> State of California <br /> Regional Water Quality Control Board <br /> 11020 Sun Center Drive, Suite 200 <br /> Rancho Cordova, CA 95670-6114 <br /> (916) 964-4732 (916) 464-4780 (fax) <br /> mlist@waterboards.ca.gov <br /> 1 <br />
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