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10 <br /> UNo`m <br /> UN J Z <br /> w � <br /> Af, NE UN UN NORTH Q <br /> N GRAPHIC SCALE � ° <br /> UN I„=200' to� N > <br /> r U N 200' 0 200' U LLJ <br /> UN UN ' l _ _ WzLLJ <br /> U OD_:� " U) <br /> INDETAILED SOIL/SITE EVALUATION. 2- <br /> SOIL LINES WERE DELINEATED D_p U <br /> UN IN THE FIELD BY S&EC W 0 Z <br /> PERSONNEL. THE SOIL BORING a/ <br /> AND BOUNDARY POSITIONS <br /> UN WERE ESTABLISHED USING GPS J OU C) <br /> I'iE UN RECEIVERS. 3-17-2021 U <br /> NE qz Q <br /> MwaicKR U N **THIS MAP AND CORRESPONDING i o J <br /> ao SITE EVALUATION IS NOT '' `°_ p <br /> CONFORMANT TO THE ENGINEERED s <br /> N N OPTION PERMIT (EOP) PROCESS. ° <br /> UN ADDITIONAL SITE TESTING AND dl <br /> EVALUATIONS WILL BE REQUIRED TO "x <br /> NE VVE L UTILIZE THE EDP PROCESS. a <br /> **SUITABLE FOR PRELIMINARY LL <br /> PLANNING PURPOSES ONLY. SITE <br /> o WILL REQUIRE APPROVAL BY THE s <br /> r - COUNTY HEALTH DEPARTMENT ON A <br /> CASE BY CASE BASIS. THIS MAP <br /> " SHOULD BE USED AS A GENERAL Q <br /> GUIDE. SOME ADJUSTMENTS WILL O <br /> U N U N BE NECESSARY IN THE FIELD DUE V <br /> TO SOIL VARIABILITY AND �•r e a <br /> TOPOGRAPHIC IRREGULARITIES. THIS w <br /> "'�T'�•�� 1`= - MAP ONLY REFLECTS EXISTING SOIL q 3 i9 <br /> ,l U - SUITABILITY FOR ON—SITE SEPTIC 4) € <br /> i1. TANK SYSTEMS. SOME OTHER <br /> CONSIDERATIONS THAT AFFECT SITE <br /> SUITABILITY THAT SHOULD BE O <br /> CONSIDERED IN DEVELOPMENT .� $ <br /> DESIGN ARE: <br /> 1) 10' SETBACK FROM PROPERTY W <br /> LINE a <br /> LEGEND 2) AN50 <br /> TO WELL00' SETBACK FROM ry <br /> 3) 25' SETBACK FROM DRAINAGE O T <br /> Areas contain soils with 13 inches or more of useable material and have V1 <br /> Areas contain soils with to 38 inches or more of useable material and DITCHES. <br /> have t l he potentia for connvv entional, modified conventional, ultra—shallow the potential for pretreatment subsurface drip septic systems. S&EC <br /> recommends to further evaluate these areas with the county health dept <br /> conventional, panel block, low profile chamber, and/or low pressure pipe and using backhoe pits to evaluate the soils/saprolite to determine the SEE ACCOMPANYING S&EC REPORT. <br /> septic systems. best septic options for these areas. <br /> Areas contain soils with 18 to 24 inches or more of useable material and Unsuitable areas due to soil wetness condition, soil depth, clay mineralogy, NOT A SURVEY. <br /> have the potential for low profile chamber and/or pretreatment subsurface UN and/or landscape position. PARCEL BOUNDARIES FROM •, <br /> drip septic systems. S&EC recommends to further evaluate these areas ORANGE COUNTY GIS. 2—FOOT <br /> with the county health dept and using backhoe pits to evaluate the N r Areas not evaluated due to gravel road and/or large powerline easement. CONTOURS AND 2017 AERIAL <br /> soils/saprolite to determine the best septic options for these areas. C FROM NCONEMAP.COM. <br />