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k <br /> ENVIRONMENTAL HEALTH I)EPARTMENT <br /> �Qurnr' SAN JOAQUIN COUNTY <br /> Q c " Donna K.Heran,R.E.H.S. Unit supervisors <br /> Director 304 East Weber Avenue, Third Floor Carl Borgman,R.E.H.S, <br /> ' ` ? Mike Huggins,REKS.,R.D.I. <br /> '• AI Olsen,R.E.H.S. Stockton, California 95202-2708 <br /> Douglas W.Wilson,R.B.H.S. <br /> �Qt `0-.. Laurie <br /> Managerrie A.Cotulla,R.E.H.S. Telephone: (209) 468-3420 Margaret Lagorio,R.E.H.S. <br /> Program Manager Fax: (209) 464-0138 Robert McClclion,R.E.H.S. <br /> Mark Barcellos,R.E.H.S. <br /> October 22, 2002 <br /> John Hubbs REVISED LETTER <br /> U-Store America of Tracy <br /> P.O. Box 184, <br /> Canyon, CA 94516 <br /> RE: Nitrate Loading Study for,2i884 Corral Hollow Road, Tracy <br /> Land Use Application #'GP-01-01, Service Request#: SR0030408 <br /> San Joaquin County Environmental Health Department has received and reviewed your Nitrate <br /> Loading Study dated July 1, 2002, and has found it to be incomplete. The following concerns <br /> need to be addressed as an addendum to the original report with the appropriate fees at time of <br /> submittal: <br /> 1. The intensity and extent of the existing and the proposed development project's use of <br /> septic tanks within and around the area. <br /> 2. The groundwater analysis, directional flow, aquifers, and depth to ground water and <br /> fluctuations. <br /> 3. The history of past uses in the project area to assess potential problems. <br /> 4. On-site sources of Nitrogen and contribution. <br /> 5. Calculated impact to underlying roundwater, <br /> � p Y gg , <br /> 6. Calculated impact to down gradient wells, rivers, lakes, etc. <br /> 7. Page 1, Proposed Development: <br /> Due to shall ground water (5 to 7 %feet), the septic tank/leach trench sewage disposal <br /> system is not acceptable., <br /> 8. Page 2, Field Explorations and testing: <br /> Soil Percolation test result is not attached with study. Observation from EHD is required <br /> for Soil Percolation test. <br /> Page I of 2 <br /> r <br />