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TABLE OF CONTENTS <br /> I. INTRODUCTION .. . . . . . . .. . .. . .. . .. . . . . .. . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . .. . 1 <br /> H. SOIL SUITABILITY STUDY FINDINGS . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . 2 <br /> A. SUBJECT PROPERTY AND SURROUNDING STUDY AREA INFORMATION . 2 <br /> B. SOIL PHYSICAL CHARACTERISTICS AND ANALYTICAL TEST RESULTS . . . 2 <br /> C. PERCOLATION TEST RESULTS . .. . . . . .. . .. . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . 3 <br /> D. GROUNDWATER INFORMATION . . . . . .. . .. . . . . . . . . . .. . . . .. . . . . . . . . . . . . . . 4 <br /> CALCULATION OF ALKALINITY REQUIREMENTS FOR NITRIFICATION <br /> E. SURFACE WATER INFORMATION .. . . .. . . . . . . .. . . . . . . . . . . . . . . . . . .. . . 4 <br /> CLIMATIC DATA: RAINFALL VERSUS EVAPOTRANSPIRATION <br /> HI. NITRATE LOADING STUDY FINDINGS . . .. . . .. . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . 5 <br /> A. WASTEWATER FLOW VOLUME PROJECTIONS AND CHARACTERISTICS .. 5 <br /> B. CALCULATED NITRATE-NITROGEN LOADING . . . . . . . . . . ... . . . . . .. . . . .. .. 7 <br /> C. DISCUSSION ON THE EXISTING SEPTIC SYSTEMS . . .. . . . . . . .. . . . .. . ... .. . 8 <br /> 1V. SEPTIC SYSTEM OPERATIONAL PARAMETERS AND COMPONENTS . . . . .. ... . .. . 8 <br /> A. PROPOSED SEPTIC SYSTEM COMPONENTS AND OPERATIONAL PARAMETERS <br /> B. SEPTIC TANKS <br /> C. PRESSURIZED FILTER BED SIZING CALCULATIONS <br /> D. DESIGN AND OPERATIONAL SPECIFICATIONS OF THE PRESSURIZED SYSTEM <br /> V. CONCLUSIONS AND RECOMMENDATIONS . .. . . .. . . . .. . . . . .. . . . .. . . . . . . . . . . . . . 10 <br /> VI. LIMITATIONS . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . . . 11 <br /> VII. REFERENCES . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . 12 <br /> VIII. APPENDICES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . .. . . . . .. . . . .. .. . . . . . . . . . ... . . . 13 <br /> APPENDIX A: S.C.J. DISTRICT VIEWER,A.P.N.MAPS,SITE PLANS AND AERIAL PHOTOS(SSS§1.3,1.4) <br /> APPENDIX B: ON-SITE BATHROOM MAP,WARE-MALCOMB ADA PATH OF TRAVEL MAP, <br /> BUILDING G RESTROOM DESIGN <br /> APPENDIX C: CHEMICAL ANALYSES OF LEACHFIELD SOIL PROFILE WITH CHAIN OF CUSTODY <br /> APPENDIX D: PERCOLATION TEST LOCATION AND TEST RESULTS(SSS§5.1,6.1,6.6) <br /> APPENDIX E: GROUNDWATER MAPS-EQUAL DEPTH AND ELEVATION <br /> APPENDIX F: SEPTIC TANK SPECIFICATIONS <br /> APPENDIX G: CONSTRUCTION PARAMETERS AND CALCULATIONS WITH PUMP CURVE <br /> ATTACHMENT: SEPTIC SYSTEM DESIGN/CONSTRUCTION PLANS <br /> Chesney Consulting <br />