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TABLE 2 <br /> ERCOLATIONtTESTIRES TS AND,RELATED DATA <br /> PROPOSED PARCEL AND GROSS SHALLOW PERC TEST DEPTHS POST SOAK PERC TEST <br /> FUTURE SEPTIC SYSTEM ACREAGE PERIOD STATUS RESULTS <br /> t STRUCTURE <br /> Parcel 10 10.00 Acres 42 INCHES No Standing Water 27.8 minlin <br /> Leachlines-No Sumps or Pits <br /> Parcel It 10.00 Acres 42 INCHES No Standing Water 6.8 min/in <br /> Leachlines-No Sumps or Pits <br /> Pareel 12 10.00 Acres 42 INCHES _ No Standing Water 13.9 minlin <br /> Leachlines-No Sumps or Pits <br /> Parcel 13 10.00 Acres 42 INCHES No Standing Water 10.9 min/in <br /> Leachlines-No Sumps or Pits <br /> Parcel 14 10.00 Acres 42 INCHES No Standing Water 7.4 minlin <br /> Leachlines-No Sumps or Pits <br /> MENEENEEN <br /> +`+ Parcel 15 10.00 Acres 42 INCHES No Standing Water 15.3 minlin <br /> k- Leachlines-No Sumps or.Pits <br /> Parcel 16 10.00 Acres 42 INCHES No Standing Water 41.7 minlin <br /> Leachlines-No Sumps or Pits <br /> Parcel,17 10.00 Acres 42 INCHES No Standing Water 4.6 minlin <br /> L.eachlines-No Sumps or Pits <br /> Parcel 18 9.99 Acres 42 INCHES No Standing Water 20.8 minlin <br /> F <br /> Leachlines-No Sumps or Pits <br /> Parcel 19 10.00 Acres 42 INCHES No Standing Water 4.6 mi/in <br /> t <br /> es-No Sumps ar Pits <br /> Parcel 20 10.92 Acres 42 INCHES No Standing Water 3.9 minlin <br /> es-No Sumps or Pits <br /> IV. LOCAL GROUNDWATER AND SURFACE WATER INFORMATION <br /> NLS 2.1 SSS '4.1 The Lines of Equal Depth Map published by the San Joaquin County Flood <br /> Control does not illustrate the groundwater depth on their maps in the Tracy area. As referenced, <br /> two test borings were drilled to the water table to determine depth to the standing water and to <br /> sample groundwater for analysis. An electronic water'level meter was used to measure the depth <br /> of standing water upgradient to the site at 7.5 ft below ground surface (bgs) and 9.5 ft bgs in the <br /> downgradient boring. Therefore, the"average".groundwater depth over the entire area can be <br /> considered to be 8.5 ft bgs. <br /> /The Lines of Equal Elevation Map also does not illustrate the groundwater elevation and therefore <br /> the directional flow under the subject property. It is generally accepted that groundwater flows <br /> with the topography of the land surface, and it is generally accepted that the groundwater in this <br /> locale is in a northeast direction toward the San Joaquin River. This-is also confirmed by the <br /> contaminated groundwater studies done at the Tracy Defense Depot. <br /> Page -6- <br /> Chesney Consulting <br /> r <br />