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8 <br /> Disposal Systems for North Carolina and use a LTAR of 0.225 to 0.3gpd/f' for conventional <br /> septic systems(.1955)and a LTAR of 0.225 to 0.3gpd/ft2 for modified conventional and Low <br /> Profile Chamber(.195b) septic systems. The ultimate LTAR will be determined by the health <br /> department after their lot evaluation. A 4-bedroom residence utilizing a drip septic system and <br /> repair would need approximately 15,000 to 20,000 ft2 (could be more depending on site features <br /> and/or soil hydraulic conductivity [Ksat] testing). S&EC will be glad to assist in any system <br /> layout, Ksats,or sizing calculations if requested. <br /> This report discusses the general location of potentially useable soils for on-site subsurface <br /> wastewater disposal and, of course, does not constitute or imply any approval or permit as <br /> needed by the client from the local health department. S&EC is a professional consulting firm <br /> that specializes in the delineation of soil areas for wastewater disposal and the layout and design <br /> of wastewater treatment systems. As a professional consulting firm, S&EC is hired for its <br /> professional opinion in these matters. The rules governing wastewater treatment(interpreted and <br /> governed by local and state agencies)are evolving constantly and,in many cases,affected by the <br /> opinions of individuals employed by these governing agencies. Because of this, S&EC cannot <br /> guarantee that areas delineated and/or systems designed will be permitted by the governing <br /> agencies. As always, S&EC recommends that anyone making financial commitments on a tract <br /> be fully aware of individual permit requirements on that tract prior to final action. <br /> An individual septic system permit will be required for each lot prior to obtaining a building <br /> permit. This will involve a detailed evaluation by the Iocal health department to determine, <br /> among other things, system size and layout, well, drive and house location. Only after <br /> developing this information can a final determination be made concerning specifics of system <br /> design and site utilization. <br /> This report and site evaluation is not conformant to the Engineered Option Permit(EOP) <br /> process. Additional site testing and evaluations will be required to utilize the EDP process. The <br /> soil report and map associated with this project is for the exclusive,use of the addressee and the <br /> use or reliance by all others is expressly denied without the written consent of S&EC. <br /> Soil& Environmental Consultants, PA is pleased to be of service in this matter and we look <br /> forward to assisting in any site analysis needs you may have in the future. Please feel free to call <br /> with any questions or comments. <br /> Sincerely, <br /> 5 O IL <br /> Soil&Environmental Coi s ?t V. C4�� <br /> s STArE {£` <br /> +- n <br /> C4 � <br /> r <br /> Cory Connell <br /> NC Licensed Soil Scien <br /> 1343 Y� <br /> Encl: Attachment 1 C'P <br /> Soil SuitabilityMap �Q ITH <br /> Page 3 of 4 <br />