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-UKAY STONY SAND AND RAVEL __--- \ � fIll „_.\`,PROVIDE A;D MAINATAINNO WATER�— � -CONTINUt US LINE OFNO MOTTLJNG \ � �,NO LEDGE `-- ;` / \ - t44T FENC-E --� ED BY--- .,�HAY �BA�LES TI•IROUGniO�- TEST HOLE 122 D .•- :-„- __CONSTRUCTION (TYP,)(SEE DETAI),0-3 TOPSOIL VERY DARK BROWN FINE SANDY LOAM DR ( % s �' \ . 3”-46' SUBSOIL YELLOW BROWN STONY 'SAND7' LOAM '� _ PERC. TEST J5 �46"-77" GRAY STONY SAND AND GRAVEL•. RECORDED BY9 / 4 BEDROOM HOUSE'LA CLA ENGINEERS ON 6/1605 ` PERCOLATION RATE: 16.0 MIN. INCH \DA \ \''•,� - NO WATER HOLE DEPTH 22 EFFECTIVE LEACHING AREA REQUIRED 900 SFNO MOTTLING � \ _ NO LEDGE IME DEPTH TO RESTRICTIVE LAYER=23" 0 \ .,� C� S� •�,�. — �� SLOPE- > 15X - \ TEST HOLT 123 2:26 - 2:29 111,5" ` " H.F=24 F.F=2.0 P.F.=1.2 MLSS REQUIRED=57.6 LF3� \ ` \ \ , `!- �' .� \ 0-4 USE A 12 DEEP x 48" WIDE TRENCH -132 pTOPSOIL VERY DARK BROWN FINE SAN^r LOAM 2:29 - 2:32 12" - -- 4"-22" STRONG BROWN SANDY LOAM 2:32 2:35 12,5" EFFECTIVE LEACHING AREA OF TRENCH=3.0 SF/LF 22"-96" GRAY SANDY TILL 2:35 - 2:38 13.5" LENGTH OF TRENCH REQUIRED, (660 SF)/(3.0 SF/LF)=220 LF �G \ NO WATER 2:38 - 2:41 14" " USE TWO ROWS R 110 AT 9 O.C. 2:41 - 2:44 14.5 LEACHING AREA POVII?ED=$60 SF NO MOTTLING \ \ NO LEDGE 2:44 - 2:47 15" 2:47 - 2.50 16" l \ \ T HOLE 124 2:50 - 2.53 16.75" 2:53 - 5:56 17.25"- 0-6" TOPSOIL DARK BROWN FINE SANDY LOAwI \ \ - EEUFNWG_AS 2:56 - 2:59 17.75' ,` W RE�WG 6"-39" SUBSOIL STONY YELLOW BROWN SANDY LOAM 2:59 - 3:02 18.25" -�_ OAD REAUK( 39"-80" GRAY SANDY TILL --�;-- - 3:02 - 3:05 18.75w � __>NO WATER :05 - 3:08 19.25 " 3:08 - 3:12 19.5"- • MOTTLING ®31 NO LEDGE 3:12 - 3:15 20"rICAS HST3:15 - 3:18 20.5"TEST HOLE 125 3:21 DRY 0-6" TOPSOIL DARK BROWN FINE SANDY LORA INCH RATE = 6 MINUTES 6"-36" SUBSOIL YELLOW BROWN STONY SANDY LOAM PERC. / µ, 36"-71" GRAY SANDY TILL DENSE �-• ,_ - NO WATER MOTTLING ® 23" NO LEDGE LIMITS OF REGULATED vVE LAND BUFFER ` T Y'P j LEGEND TEST HOLE P#41 D AETLAND FLAG ":. ERTY UNE LINE BURS.� ------- PROPCISM OWMA LIN PROPOS *0001S UNr LIMITS OF C 4040 "x so SCALE: 1 40