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WORK PLANS CASE 2
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PR0523856
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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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K L E I N FELDER <br /> EXPECT MORE <br /> Five wells are proposed in the southeast portion of the site. Two wells are proposed in <br /> application Area C and three in the larger application Area B. One well will be located up <br /> and down-gradient of Area C. One well will be located up-gradient and two wells will be <br /> located down-gradient of Area B. A total of four wells are also proposed in the western <br /> portion of application Area A and near proposed holding Ponds 2 and 4. Three of the <br /> four wells are proposed around Ponds 2 and 4. Because of the proximity of these two <br /> ponds, Kleinfelder is treating these two ponds as effectively one pond in terms of <br /> monitoring. Therefore 1 well is located upgradient in this area and two downgradient, <br /> assuming a west by northwest groundwater gradient. A single well has been sited <br /> downgradient of approximately three quarters of application Area A. A single well is <br /> proposed in Area A, due to the irregular shape of Area A and since background and <br /> upgradient monitoring locations are covered by the existing monitoring well network (MW- <br /> 5 through MW-7). Monitoring well MW-5 is sited such that it appears this well can <br /> continue to monitor upgradient conditions of both proposed holding Pond 1 and <br /> application Area A in the near future. <br /> As noted earlier, the proposed monitoring locations are based on groundwater flow <br /> directions noted from the existing monitoring well network (MW-5 through MW-7 only) and <br /> historical groundwater flow directions. Groundwater flow directions derived from <br /> monitoring wells MW-1 through MW-4 are not being considered at this time, since the <br /> groundwater flow in this area (WWTP), is estimated to be strongly influenced by former <br /> pumping of Oakwood Lake and it is presently assumed the groundwater flow in the <br /> WWTP area will change directions at least seasonally from northeast to northwest. In <br /> addition, the WWTP wells are not located in the near vicinity of the proposed well <br /> locations. <br /> 1.4 SITE MAPS AND NEARBY FEATURES <br /> Kleinfelder has included a copy of the site area from a US Geological Survey 7.5 <br /> Minute topographic map dated 1952 and photorevised 1987 (Plate 2) and a site map <br /> (Plate 1). These two maps depict one or more of the following: site features, surface <br /> topography, nearby surface water bodies, onsite wells, proposed well locations, surface <br /> water bodies, proposed application areas etc. The site is shown as relatively flat at an <br /> elevation of approximately 15 feet above mean sea level (msl). A slight regional slope <br /> is noted towards the northwest. The site is bordered by surface water bodies to the <br /> west (San Joaquin River) and the south (Walthall Slough). <br /> 48093.E01/ST07R052/CJC/Iv Page 4 of 15 <br /> ©2007 Kleinfelder, Inc January 26, 2007 <br />
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