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TABLE 9 <br /> SOIL;-PROFILE CHARACTERISTICS-AND <br /> } <br /> "ANALYTICAL"l<YJST,RESULTS FROM:AUGUST 20o TESTING :` <br /> -SAMPLE LOCATION, ,� SAND;SILT AND". STANDARD SOIL NITRATE- pH <br /> SAMPLE DEPTH-AND .,,CLAY. PENETRATIOI\ NITROGEN : " CATION EXCHANGE <br /> "(SANIPLE'II)) PERCENTAGES".,., TEST(SPT): CONTENTCAPACITY <br /> SOIL DESCRIPTION. BLOW COUNTS; <br /> {SOIL.' <br /> F {FERC RATII=}; SOII.D SIGNA I l�ON, (;ONCEIlTR 4TION)>AST CORNER 72%,18%,10% 50;'VeryDense Density Upm NO,-N 8.4 19.1 meq/1008 <br /> OSAL AREA Sandy Loam Very Low <br /> DEPTH (16.7 MIN/INCH) <br /> ECT) <br /> AST CORNER 34°/v,52%;14% 21;Medium Density S�PpmNO�N 8.2 I4.3 megll00g <br /> OSAL AREA silt.Loam " Low <br /> DEPTH (10.0 MIN/INCH)- - <br /> NECS) {AST CORNER " 30%,28%,42% 36;Dense Density Oppm NO,-N 8.7 19.1 meq/1008 <br /> OF DISPOSAL AREA Clay Low <br /> 10 FT DEPTH (15.6 MIN/INCH) <br /> (NEC10) <br /> NORTHEAST CORNER 20%,38%,42% 27;Medium Density ppm N0;-N' 8.6 14.3 meq/100g <br /> OF DISPOSAL AREA Clay Very Low <br /> 15 FT DEPTH (83.3 MINANCH). <br /> G (NEC l S) <br /> SOUTHWEST CORNER 62%,24°/v,14°/v 30;Medium Density 9�ppm NO,-N 8.6 14.3 meq/100g <br /> OF DISPOSAL AREA Sandy Loam- ° _Low <br /> 2 FT DEPTH (35.7 MIN/INCH) <br /> (SWC2) <br /> SOUTHWEST CORNER 44%,48% 8% 7;Loose Density" 11 pm NQ,N 18,5 !0.7 meq/1 OOg <br /> OF DISPOSAL AREA Loam Low <br /> 5 FT DEPTH (25.0 MMI NCH) <br /> (SWCS) <br /> SOUTHWEST CORNER .32.%,26%,42% 28;Hard Density 19ppm NO,N 7.9 21.4 meq/100g <br /> OF DISPOSAL AREA Clay Medium <br /> -10 FT DEPTH (22.7 MINIINCH) <br /> (SWC10) <br /> SOUTHWEST CORNER 32%,44%,24% 29;Hard Density 13-ppm NO,-N 8.0 14.8 meq/100g <br /> OF DISPOSAL AREA Loam Medium <br /> 15 FT DEPTH (250.0 MIN/INCH) <br /> (SWC15) <br /> 3. WASTEWATER SOURCE AND INFLUENTTE <br /> CHARAC RIZATIONS <br /> Sources of wastewater from the KSC Travel Center generated from each of the proposed businesses will <br /> originate from toilets, sinks, kitchens, laundry, etc., and may contain fats, oils, and grease (FOG) from the <br /> restaurants, :In addition,there will also e Doientra 'tiole <br /> -pro ducts` hat may enter the wastewater <br /> treatment system,'which must be addressee:Petroleum products_ would originate from the auto refueling <br /> station and the truck services building. <br /> As originally predicted,the wastewater originating from the project as now defined,will'have higher <br /> nitrogen concentrations than residential domestic wastewater,based upon influent wastewater analyses from <br /> the Flag City Complex. This'is discussed in Section 3.2 <br /> -page-9- <br /> Chesney Consulting <br />