Laserfiche WebLink
Supplemental Soil Suitability Study 5 <br /> dated 2-1-92 and are tabulated as follows: <br /> Parcel No. Test Hole Percolation Rate Minimum Usable <br /> No. (Minutes Per Inch) Disposal Area <br /> 1 1B (3' ) 120 Failed <br /> (This supplemental (This supple- <br /> study) mental study) <br /> 1 1C (24'-06") 30 12,000 Sq. Ft. <br /> (This supplemental (This supple- + Pits <br /> study) mental study) <br /> 2 1 (31 ) 10 8,000 Sq. Ft. <br /> (This supplemental (2-1-92 study) <br /> study) <br /> Recommendations : <br /> Even though the soil porosity test result for Parcel No. 2 in this <br /> Supplemental Soil Suitability Study which is covered in the Soil Suitability <br /> Study, dated 2-1-92, for Parcel Map No. MS-91-67, Parcel No. 1 , indicates the <br /> soil will accomodate a leach field installation, the varying nature of the soils <br /> encountered within this 40 acre parcel indicates that a 12,000 square feet <br /> minimum disposal area plus pits would be appropriate at the time of construction, <br /> especially if the sewage system is opted to be constructed at a location differ- <br /> ent than that tested at and shown in the Soil Suitability Study dated 2-1-92. <br /> Soil porosity does not permit the use of a subsurface horizontal leach field <br /> for Parcel No. 1 of this Supplemental Soil Suitability Study since the 3-foot <br /> depth percolation test failed to meet the San Joaquin Public Health Service, <br /> Environmental Health Division minimum requirements. However, the deep perco- <br /> lation test did conform to San Joaquin County Public Health Service, Environmen- <br /> tal Health Division minimum requirements, and effluent is recommended to be dis- <br /> charged into a 12,000 square feet minimum disposal area in combination with <br /> subsurface horizontal leach lines into seepage pits at a maximum depth of twenty- <br /> five (25) feet. <br /> Well Water Analysis : <br /> Both domestic and agricultural well water was tested in my Soil Suit- <br /> ability Study, dated February 1 , 1992, Parcel Map No. MS-91-67, Parcel Nos. <br /> 1 and 2, at 26246 North Bruella Road, GAlt, California 95632, and are appli- <br /> cable to Parcel Nos. 1 and 2 of this Supplemental Soil Suitability Study. <br /> Refer to the "Well Water Analysis" section and the three (3) FGL letters, one <br /> dated 1-27-92 and two dated 2-3-92 in my Soil Suitability Study, dated 2-1-92. <br /> Engineer's Statement: <br /> Septic systems can be installed to the density proposed and it is not <br /> C. Ryan Voohees MS-92-84 <br /> Parcel Nos. 1 and 2 <br />