SU0000016 SSNL - Laserfiche WebLink

Home Browse Search

r s n O.. Addendum To Dias Soil Suitability Study 27057 South Bird Road, Tracy, California 95304 September 2, 2001 Walter E. Curtis Civil Engineer C.E. No. 11584 418 Matthew Plaza Lodi California 95240 Phone: (209) 368-4159 San Joaquin County Public Health Service Environmental Health Division Subject: This addendum submittal results from a discussion with a _representative_of the San Joaquin County Public-Health Service Environmental— - Health Division's representative and will correct the "EXISTING SEPTIC SYSTEMS" section at the bottom of page 2 and the top of page 3 of my August 20, 2001 Soil Suitability Study for the Brad Dias property located at 27057 South Bird Road, Tracy, California 95304. The section addition listed herein will replace the above referenced section in my 08/20/01 Contamination Report in its entirety: EXISTING SEPTIC SYSTEMS: Existing San Joaquin County records of septic system permits in the immediate area of the subject property as well as the area in the immediate vicinity of the subject property were reviewed. A total of six(6) septic permits were reviewed. One permit was found for the subject property and involved constructing one hundred sixty(160) feet of leach lines consisting of two(2) leach lines. Each line was eighty(80) feet long. Another permit was found for adding leach lines to supplement two hundred(200) feet of already existing leach lines. The existing leach lines consisted of two (2) leach lines seventy-five (75) feet long and one (1) leach line fifty(50) feet long. The new lines consisted of constructing one hundred(100) feet of leach lines to supplement the already existing two hundred(200) feet of leach lines. The new additional lines consisted of two (2) leach lines. Each of the new additional lines were fifty(50) long. A third permit was found for constructing eighty (80)feet of leach lines (two [2] leach lines each forty [40] feet long). A sump was constructed at the end of each leach line. One sump was 4'x 12' x 8' in dimension and the other sump was 4' x 8' x 8'. Each sump had a depth of eight(8) feet.