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WORK PLANS CASE 2
Environmental Health - Public
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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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K L E I N F E L D E R <br /> EXPECT MORE <br /> available to Kleinfelder for MW-8 and MW-9 was for a sampling event conducted in <br /> May of 2004. <br /> Kleinfelder prepared a proposal on May 5, 2005 for Oakwood Lake Water District for <br /> continuance of groundwater monitoring under the provisions of WDR Order No. 5-01- <br /> 113. Kleinfelder was retained based on acceptance of this proposal and began <br /> groundwater sampling and reporting beginning with the second quarter of 2005 (May <br /> 2005). <br /> Kleinfelder performed a groundwater modeling evaluation for the Oakwood Lake Water <br /> District in a document dated February 23, 2006. The groundwater elevations within the <br /> proposed Oakwood Lake development project were modeled to evaluate the effect on <br /> the Oakwood Lake elevations, with primary focus on dry years. With historical <br /> modeling data used as a blueprint, Kleinfelder evaluated both a dry period (1988 to <br /> 1989) and a normal period (1999 to 2000). <br /> Based upon the output of the modeling results, the Oakwood Lake elevations are <br /> predicted to fluctuate from approximately 2.98 feet (minimum) to 3.58 feet (maximum) <br /> between the dry and average years. This data appears to be in agreement with the <br /> previous groundwater model, with a modeled 2.8 feet (minimum) to 4.3 feet (maximum). <br /> The wet-years model analysis indicated that water levels in Oakwood Lake (assuming <br /> no flood control pumping occurred) could exceed 8 feet msl for up to 23 weeks during <br /> the rainy season, with short-term peak elevations above 10 feet msl. <br /> Adjustments and corrections were made to the previous model, as well as through <br /> quality assurance. As noted through the modeling and comparison, the water budget <br /> incorporated within the Oakwood Lake water system is still within the bounds of the <br /> original designed parameters. <br /> 48093.E01/ST07R052/CJC/Iv Page B-2 <br /> ©2007 Kleinfelder, Inc January 26, 2007 <br />
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