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HomeMy WebLinkAbout20080902 Ver 1_Site Plan_20080602, C ~I d I ~ r i I 9;~ / ~ ~ ~ i a i . i\ IMPACT TOTALS l ~a ~ \ ~ ~ 1 ~ , . 8 I ~ fv 1 ~ ` ~ ~ ~ PERMANENT IMPACTS SITE y,, ~ ~ a ~ TOTAL RIP-RAP S.F. 3 15 ISOLATED WETLAND ~ ~ d'' ~ ~ ~ ` : 1 ~,y \ , ~ L.F. 74 STREAM (IMPORTANT) I ~ ~ 87 ~ ~~.k ~ ~ ~ ~p r ~ L. F, 34 STREAM (UNIMPORTANT) ~ ~ ~ a ~ ~ ` TOTAL ROAD FILL S.F. 85 I ISOLATED WETLAND Z Z Z N~ R0~ D 3' N ~5 C 80551 S.F. 153 WETLAND - OL ~ z~ SR ! 34 6 ~ Z~~~m b 15 ~ IMPACT # L.F. 193 STREAM (IMPORTANT) ~ ~ 8RI ~ ~ ~ 501 ` s Z ~o~ CR I , L.F. 116 STREAM (UNIMPORTANT) ~ Z s r - ' ~ ~ G _ .y d o I P ~ L.F. 64 STREAM (ISOLATED) ~ ~ ~ R ~ BYPASS a. ~ ~ ~ ~ , COMBINED TOTAL 5. F. 1166 ISOLATED WETLAND Z U1 ~m ~ ~ 8. ~ , ; 64 ~ , 5 . F. 153 WETLAND ~ ~ .I T / - • ~~D~~ L.F. 267 STREAM (i MPORTANT) ~ Z ~ Zoo 64 y , , L.F. t 50 STREAM (UNIMPORTANT) Q TOWN OF ~ u PITTSBORO y ' II. 1 _ 1 ~ SCALE. I - 10,000 ~ ~ ,g ~ ~ , 1 L.F. 64 STREAM (ISOLATED} -1 U ~ I ~ ~ ~ ~ ~ 1 1 f ~'Y 1 I 1' ~ ~ 1 - TEMPORARY IMPACTS I ~ , 1~°~ S.F. 24 ISOLATED WETLAND I .g' ~ of 1 ~t I x` TOTAL I `W UTILITY L.F. I ~2 STREAM (IMPORTANT) ~ ~ I ~ 1 I I CONSTRUCTION 20 STREAM (UNIMPORTANT) 1'A d 9 ~ 1' 9~.. ~ 1 L.F. I ~ ? I ~ I I I 1 I 1 ~ I ~ e ~ ? 1 I I L.F. I 0 STREAM (ISOLATED) I r ` ~ ? 1 D ! 1 s 1 L.F. 66 WETLAND I C 5 INS I I ~ ~ , ~ . 1 I I I M A I t~ I - I ~ ~ I ~ I I 1 I I d' ~ ° 1 I ~ I ~ A ! I I'~q s y Y ~ ' I f I r~ I P I AY ~ DARK D'RI ~ 1 I a i ~ i ~ /~i I CEM `1~, i : ' ¢n I ' 805 NG i A EN A . U L r ' ~ ~ 1L I o DB PC ~ ~ ~ ~ ' - Fem. _ s 6 ~ r ~ 7 f ~a 1 ~ f 1 ~ s ~ s 0 \ O ~ Y ~ ~ - d J~ 1~ ~R Il V J ~ ~ ~ ~ ~I 9 \ ~ r ~ U & i~ V ti F ~ _ _ ~ ~ ~ Soil £t Environmental Consultants T ~ ~ Y 11010 Raven Ridge Road J-- Z C„) 8 g s I Raleigh, NC 2614 n V Phone (919) 846-5900 J1-. a t ` ~ . ~ ~ ~ IM ~ ~ ~ `Qa 9 _ A ~n o t; I ~ I ~ U I ~ i ~ " a 6 ~ ~w I ° ~ ~ • f A ~ ~ a, , ~ I i gg i 100' 0 1100' 2200' ~ n I ~ ~ ~ I ~ C I ~ ~ ~ __.J , . ~ ACT #2 I ? - d J ~ W I v ? a I ~ ~ ~ ~i ~ I SCALE: I 1100' (~ioriz.) I ~ I Y 1~° 1 a~ ? ~ I r~ ~ 1 I ~ D W Y ~ I ~ d I , d" I ~ ; ~ ~ ~ Z I ~ ~ C 51 G I ; . I ,a' 05 ING 11.J LU U D ~ I 1 ? I I ~ ~ , I 1 ~ ? - ~i ~ ~ ~ ~ , I I ~ I ~ I ~ O ? I "tEkgU~tS~~ O I A pS~pSY l 1 IMPERVIOUS ARE S v 4 r~ LOT ROAD TOTAL DRAINAGE % I MP. d ~ 6 DINT IMPERVIOUS IMPERVIOUS IMPERVIOUS AREA J,ii pp ~ $ y ~ 5F 31.34 AC 3.36 AC 34.70 AC 187.33 AC 18.52% o s o 9 0 ~ ar" ~.a . ~ SF 16.12 AC 0.90 AC 17.02 AC 90.60 AC 18.78% d ~ ~ a~ ~ I ~ SF 12.53 AC 0.64 AC 13.17 AC 60.10 AC 21.92% x ~ M ~ I ~ ~ ~ 5F 17.9 I AC 2.74 AC 20.65 AC 131.79 AC 15 , 67% ~ ~ ~ SF 5.37 AC 0.36 AC 5..73 AC 28.90 AC 19.83% s .,r-~ r ~ ~ 4 9 5 F 7.16 AC I.0 7 AC 8.2 3 AC 5 4.5 0 AC 15.1 1 % `~t & i ~ ~ I 9 SF 26.86 AC 5.04 AC 31.90 AC 133.86 AC 23.83% . N~ I ~4', D S F 1.7 9 AC 0.78 AC 2.5 7 AC 2 6.0 I AC 9.88% P ~ ~ dv I ,,y l t ~ _ i 19.08 AC 14.89 AC 133.97 AC 7 13 , 09 AC 18.79% F I N (DB#) IMPERVIOUS POi NT OF CALU LATI ON