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WORK PLANS CASE 2
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WORK PLANS CASE 2
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Last modified
9/16/2019 3:16:55 PM
Creation date
9/16/2019 3:06:19 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
CASE 2
RECORD_ID
PR0523856
PE
2965
FACILITY_ID
FA0016065
FACILITY_NAME
OAKWOOD SHORES
STREET_NUMBER
1699
STREET_NAME
BELLA LAGO
STREET_TYPE
WAY
City
MANTECA
Zip
95337
APN
24152013
CURRENT_STATUS
01
SITE_LOCATION
1699 BELLA LAGO WAY
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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KL E//VFELOER <br /> Bright People.Right Solutions. <br /> WORK PLAN <br /> Limited Groundwater Sampling and Analyses <br /> Proposed Land Application Area 7R <br /> Oakwood Lake Water District <br /> Wastewater Treatment Facility <br /> Manteca, California <br /> BACKGROUND <br /> The Oakwood Lake Water District (OLWD) is located in Manteca, California (Plate 1). <br /> Kleinfelder understands that Reclamation District 17 (RD 17) plans to use <br /> approximately 44 formerly proposed residential lots for levee improvements. OLWD is <br /> therefore proposing to expand the original Land Application Area (LAA) No. 7 to include <br /> these 44 lots (Proposed LAA No. 7R, See Plate 2). The Regional Water Quality Control <br /> Board (RWQCB) has stated in a meeting on March 10, 2010, that additional grab <br /> groundwater sampling using push probe technology would be acceptable to obtain <br /> additional background information for LAA No. 7R. During the initial evaluation of LAA <br /> No. 7, Kleinfelder installed temporary well TW-1 and collected and analyzed <br /> groundwater samples in March 2007. This temporary well was approximately 22 feet <br /> deep with a screened interval ranging from 9 to 19 feet below ground surface (bgs). <br /> Depth to groundwater in this general area, based on relatively recent groundwater <br /> surveys, is expected at 13 to 15 feet bgs. Groundwater flow direction is extrapolated to <br /> be north by northwest in the immediate investigation area. Initial water quality from <br /> TW-1 was relatively poor, and it appeared land application to the relatively small LAA <br /> No. 7 would be acceptable. Total dissolved solids, chloride, and sodium were detected <br /> at 1,220, 440, and 321 milligrams per liter (mg/1), respectively. Total coliform was <br /> detected at > 23 most probable number (MPN) per 100 ml. The following details a <br /> scope of work for additional groundwater sampling and analyses in the proposed and <br /> expanded LAA No. 7R. <br /> PROPOSED SERVICES <br /> The following tasks details Kleinfelder's proposed scope of work based upon our <br /> understanding of current site conditions and discussions with the RWQCB on March 10, <br /> 2010. <br /> Task 1 — Permitting and Pre-Field Activities <br /> Kleinfelder will submit this work plan for review by the RWQCB. Once approved, <br /> Kleinfelder will submit the work plan to San Joaquin County Environmental Health <br /> Department (EHD) as part of their permitting process. <br /> EHD requires completion of a well boring/probe permit for the site and payment of fees <br /> prior to advancement of the probes. Kleinfelder will prepare well boring/probe permit <br /> 48093.E01/ST010R109 Page 1 of 6 March 26, 2010 <br /> Copyright 2010 Kleinfelder <br />
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