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ADDENDUM <br /> TO <br /> DRAFT ENVIRONMENTAL IMPACT REPORT <br /> QUASHNICK & WILLIAMS <br /> (c/o Ronald Weldum) <br /> Z-78-18/S-78-6/EIR-78-4 <br /> Page 2, Paragraph 2, End of last line : <br /> (Delete) 46ee-Appendix-B* <br /> Page 3, Paragraph 2, Lines 4 - 6 Should read: <br /> With barrow ditches and a storm drainage basin on <br /> each lot to drain the street and lot area without <br /> the construction of curbs gutters or sidewalks. <br /> Page 3, Paragraph 2, Line 8 : <br /> (Add) Public sewer and water systems will not be <br /> provided. <br /> Page 3, Paragraph 4, Add at end of paragraph: <br /> "Irrigated row crops require a comparable amount <br /> of water. <br /> Page 5, After Paragraph 3 : <br /> (Add) Because of imperfect drainage in the subsoil <br /> these clay soils are rated as severely re- <br /> stricted for septic tank filter fields by ,.,„. ..4... <br /> the Soil Conservation Service. <br /> Page 6, Paragraph 3, Line 2 : <br /> (Add) The Corps of Engineers report . . . "Flood Plain <br /> Information Northeast Stream Group, Stockton, <br /> California. " <br /> Page 6, Paragraph 4, Line 5 Should Read: <br /> . . .topographic changes caused by road building etc. <br /> can entrain obstruct water. . . <br /> -Cl- <br />