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1 <br /> E <br /> Soil Suitability - - <br /> Study APN: 209 190 16 UP-96-6 <br /> SOIL SUITABILITY STUDY <br /> FOR THE <br /> GURUDAWARA GUR NANAK PARKISH PROPERTY <br /> APN: 209-190-16 ; UP-96-6 QROfESSI <br /> 16101 WEST GRANTLINE ROAD, TRACY, CALIFORNIA 95376 E. <br /> February 19, 1999 <br /> coo <br /> k►@ � CGS <br /> a 3 1154 M <br /> Prepared By was <br /> Walter E. Curtis IR@ �+ <br /> Civil Engineer <br /> C.E. # 11584 �f CA��Fa <br /> 418 Matthew Plaza <br /> j Lodi , California 95240 <br /> E Phone: (209) 368-4159 <br /> s <br /> PROTECT DESCRIPTION: To add a church building on the existing <br /> property which fronts on Grantline Road. The present property has <br /> a house, a garage and a storage building and three large tanks <br /> located on it in the southeast corner of the property. A new church <br /> building is planned for development immediately east of the storage <br /> building as shown on the attached "Site Pian" . The remainder of the <br /> property to the west and north is unimproved and presently wide- <br /> open, undeveloped land. <br /># TEST RESULTS : <br /> Test Hole Percolation Rate Minimum Usable Mound or <br /> N0 . (Minutes Per Inch) Disposal Area Engineer Designed <br /> SX.s_t em <br /> t PH (35" ) 120 (Failed) Yes <br /> Soil Profile: A Soil Profile Test Hole, SPH, was dug to a maximum <br /> depth of 7 ' 06" to use for Soil Profile reporting. See the attached <br /> 3, "Field Percolation Data Sheet" and the "Site Plan" , as well as , the <br /> text of this report for specific soil layer character and location <br /> details . Water was encountered initially at a depth below the <br /> ground surface of 7 ' 06" when excavated on Saturday, 02/13/99 . On <br /> Tuesday, 02-16-99 the water level was recorded at a level of 6 ' 04" <br /> below the natural ground level . <br /> Well Water-Analysis : The property owner is making arrangements with <br /> others to test the well water on the subject property, so no well <br /> water analysis is contained in this study report and the results of <br /> the well water testing will be reported in other documentation <br /> separate from this study report . <br /> RECOMMENDATIONS : Due to the_ne.a.rness of the mground Ovate-r to the <br /> %n1;a'tu ground surf�ace 7 ,06 maximum Land604 i ches minimum} as <br /> well as the percolation test not conforming to the San Joaquin <br /> County Standard minimum percolation rate of 60 minutes per inch, <br /> the use of a 1 ach field or seepage pis is not ecce tale. Instead <br /> . . . .:_ ..�. p. . �,_�. <br /> any future development of this property 'involving-- the need of a <br /> septic system, <a mound septic system design or a specially engin er <br /> designed system will be requirked. <br />'F <br /> Gurudawara Gur Nanak Parkash, 16101 West Gant 1 ine Road, Tracy, Ca. 1 <br /> G <br />