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HomeMy WebLinkAbout20011383 Ver 1_Site Plan_20010914_ i _ _ _ 7~,-, a ~ P , . \ \ \ _ , ri ~ i ~ ~ • ~ ~ I f - _ , - ~1 ~ i V v v~ i , \ , D ti.. _ , ~ , I / ~ ~ i 1 r . A , ~ A rl w / 1 f ~ 8"A•. ~ - ..a.. \ ~ _ _ m ~a y . 340 , _ _ \ , , \ . . ~ 1 I (p ~ ~ - - 3' ~ l ~ .h ~ ' ; M' ~ ,0 ~ - L ~ ~ ~ ~ \ ~ ~ A~ ~ ~ ~ 1 v ~ ' ~ . , ~ n _ ~ ~ ' \ Q) , 1 1 ~ b tl' ~ - ~ ~ t `i T _ _ - _ _ _ S , z . ~ _ ~ ~ ~ y -W`' tip` 1 ~ _ ~ , ~ \ ,ry~ , , `V ~ ~ 1 - J I ' I; i .Vti 1 ~ ~ ~ I ~ i~ '.A' e 1 ~V ` ~ I i ~ , , , f I ~ 'h _ ti • ~ ti , ~ 1 , ° , i ~ , y \ } \ ~ ! ''tea-. r ~ \ i' \ ~ ~ >v ~ ~ ~ ~ ~ % ~ ~ r. 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Q~- 1 ~ ~Y ~ w / , _ r i ~2 ' ; , / ~ ~ i o ~ y A ~ I ~ ~ ~ .ti ~ r ~ 1 . ~ i it i ~ i / ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~h. ~ ~ T ~ , r 1 % / ~ i / , . i ~ ~ \ / ~ ~ r h~ ~ / r ~ - - ~ ; r ~ 1 / ' ~ a o . , - f - ~ w.- Q~ ~ ~ ~ z ~ ~ . i ~ J ~ I . _ ~ 1 ..r' r.-- ~ , ~,.w = , J ; ~ ~ ~ r ? ,y - 1 ; - ~ r 0 A / _ i , . ~ , ~ _ 39~ ~ L ;,y.. 1 '~l ~ % r/ ~ V , k ~ _ r r"' i _ % / _ o - / A s . T r ' i 0 , / o ?~t~~.~~ / e P~ _ l rte: _ ~ , b ~ - ~ ,%A~ / i z n R/ ~ ~ / '`v 1 ~ ° W= ; ~ I , , o~ , ~ ~ ~ ~ J - _ - _ ~ ~ r ~ ~ ~ S L ~ ~ . , / ~ ~ ~ . / ~ i z . A~ i 2 p ~ ~P~X,~ o o I Q + ~ e' Q ~a i II ~ ~ © .~'r L , ~ _ ~ ~ ~ J . ` ~L p Q _ _ ° , ~ A ti ~ z ~ , ~ ~ ''may , . _ ~ W . 3 ~ ~.1 - ~ . ~ ~ W ~ _ , E 0 ~I~ E ' EAD POWER' a VI _ P ~.JNE ` 3 1- ,,Y. N 0 _ ~ N q W 6 ' 0 ~ _ w W a ~ ~e W ~ y p'~ , A 3 I a x y~J I ZONE 1 IMPACT ZONE 2 IMPACT I r ~C i r 0 INNER ~0 OF OUTER 20 OF R~ W z STREAM IMPACT NEUSE BUFFER NEUSE BUFFER WETLAND IMPACT 3 0 ZONE TYPE IMPACT (LIN. FT.) (SQ. FT.) (S0. FT.) (SQ. FT.) ~ m Y A NtUSt tSUhhtH 139 7.568 4.469 N/A C 0 X SCALE IN FEET A WETLANDS N/A N/A N/A 1.607 z F 0 50 100 200 300 400 ~ B NEUSE BUFFER N/A 1.825 1.233 N/A = r: p 900 0 m 0 0 C NEUSE BUFFER N/A N/A 2,302 N/A y m N 0 R:\2001JOBS\01302000\WETLANDIMPACT.DGN ~ ~ ~ t V ~ ~ ~ { ~ ~i I} i ' I I ~ ~ ! ~ i 1 V - w ~ ~ 1 I a i ~ ~ ~ . T i I ~ ~ I ~ I I ~ ~ i ~ ~ i ~i \ a ~ ~ I ~ ~ ~ 1 ~ ~ i ~ ~ 1 RISER BASIN 8 SEDIMENT BASIN i ' 1 t i I 1 i~ ~I C f A 1~~ ~I ~ ~ i t~~ \ D.A. = 28 AC. D.A. = 0.8 AC. i I 1 t ~ ~ ~ _ ~ DENUDED AREA 28 AC. DENUDED AREA 0.8 AC. ~ ~ I ~ ~ ~ V ~ ~ ~w ~ A I ~ ~ ~ ~V - VOLUME REQUIRED = 50,400 CF VOLUME REQUIRED = 1,440 CF ~ ~ VOLUME PROVIDED = 54,000 CF VOLUME PROVIDED = 1,575 CF 0 ~,I ~ i i ~ ~ ~ l 1V~ ~ V I ~ ~ ~ Q x C i r ~ ~u,~. SIZE: 6' DEEP X 60' X 150'± SIZE: 4' DEEP X 15' X 35'± \ ) , z ~ ~ I t ~ ~ ~ ~ i ~ ~ ,ti ~ ~ ~ ~ , ~ , ~ o r \ / ~ WEIR WIDTH = 20 FT WEIR WIDTH = 10 FT I ! t , i ~ ( ~ ~ ~ I V ~ ~ ~ i N L U r Z ~ ~ I ~ i 1 1 i ~ ~ Q 1 ~ ~ o ~ ~ i ~ ~ 1 I~ U (OR EQUIVALENT AREA) y~ •,,i'~ \ 10 SEDIMENT BASIN ~ 2 SEDIMENT BASIN D.A. = 4.8 AC. l ~ D.A. = 5.0 AC. DENUDED AREA = 4.8 AC. N A i ~ ~ ~ ~t ~ ~ ~ V ~ ~ ~ ~ ~ ~ ~ DENUDED AREA = 4.8 AC. VOLUME REQUIRED = 8,640 CF ~ ' VOLUME REQUIRED = 8640 CF VOLUME PROVIDED = 8640 CF a i ~ , ~ ~ i• i r 1 ~ ~ ~ ~ ' ~ ( VOLUME PROVIDED = 9,600 SIZE: 4' DEEP X 40' X 72'± r SIZE: 4 DEEP X 40 X 80 _ WEIR WIDTH - 10 FT i I I T ~ ~ ` ~ ~ i ~ ~ l 4, i ~ A ! ~ ~ ~ ~ ~ G i ~ ~ ~ ~ ~ i ~ ~ iIl r ~ ~ WEIR WIDTH = 10 FT \ t 11 SEDIMENT BASIN (OR EQUIVALENT AREA) n v 1 ~ I. ~ ' r _ ~ ~ , ~ O 3 SEDIMENT BASIN DENUDED AREA 5.0 AC. ~ _ VOLUME REQUIRED = 9,000 CF N m ~I I ~ V ~ ~ ~V A Q i ~ ~ ~ ~ i, 1~,i 1 ~ ~ i ~ ~ \ _f, try , D.A. - 2.4 AC. - t ~ ~ 1 ~ i'n ~ ~ I i ? t 'i t ~ ~ / / 'V ~ ' 7 ~ ~ ~ DENUDED AREA = 2.4 AC. VOLUME PROVIDED 9,120 CF ~ \ ` r~~ ~ ~ ~ \ _ SIZE: 4' DEEP X 410' X 76 ± n \ . ~ \ p7 \,1 ( ` VOLUME REQUIRED - 4.320 CF - 1 ~ J ~i 'i ~ ~ - ~ ~ ~ ~ ' ~ , ~1~ ~ ; ~ _ \ VOLUME PROVIDED = 4,500 CF WEIR WIDTH - 10 FT n 0 L ~ ~ ' ~ ~ ~ ~ _ ~I ~ ~ I 3 , ~ + ~ I ~ ~ ~ 1 ~ ~ 1 ~ v ' v ~~1 ~ I ? \ \.a ~ \ SIZE: 4' DEEP X 25' X 60'# N ~ ? ~ 12 RISER BASIN ~ q `t ~ ~ ; ` I WEIR WIDTH = 10 FT ? ~ ~ r _ \ D.A. = 18.2 AC. ~M V v ~ \ ~ DENUDED AREA - 18.0 AC. iii - , ~ ~ t i A ~ i , '~J ~ y W ~ z ~ 4 SEDIMENT BASIN ? ~ ~ VOLUME REQUIRED = 32,400 CF 0 F- X ~ ~ ~ C~ ~ ~ i ' ~ J L ~ ~ , ~ \ \ ~ D.A. = 5.0 AC. ~ v ~ _ rY a ~ ' ~ ~ ` ~ ~ i A = AC. VOLUME PROVIDED - 32,400 CF Q 0 ? \ . , , DENUDED REA 5.0 W ~ ~ ~ '~,V \ ~ \ / \ I ~ ~ ~ v ~ ~1 A ~ SIZE: 6 DEEP X 60 X 108 ± V oo Z N ~ d, ~ ~ ; VOLUME REQUIRED = 9,000 CF - so ~ m \ t. \ ~ ` I ~ ~ ( .VOLUME PROVIDED = 9,450 CF WEIR WIDTH - 10 FT _ _ ~ N ~ , I W ~ ~ ~ _ - ~ ~ r ~ t~, ~ A• l ( ~ , ! ~ SIZE: 4 DEEP X 35 X 90' Or ~ W d I ~ ' ( ~ l ~ _ 13 SEDIMENT BASIN ~ ~ a n _ 1 I r ~ ~ WEIR WIDTH - 10 FT - ~ 0 ~ ~ ~ \ i 1 / i D.A. - 1.7 AC. Z ~ ~ ~ I i ~ (OR EQUIVALENT AREA) DENUDED AREA = 1.6 AC. ' ~ ~ fl ~ ~ ~ a ~ i ~ ~ .nom ~ ~~r ~ ~ ~ ` i ~ ~ VOLUME REQUIRED = 2,880 CF W U V ~G I~ ? i" ~ 5 ED MENT BA IN S I S \ ~ ~I I ~ ; _ VOLUME PROVIDED 3,000 CF W Q _ ~ 0~ V ' ' ? ~ ~ ~ ~ i` / D.A. - 1.0 AC. J ` \ ? 1 ~ IZE: ' DEEP X 20' X 50'+ 3 ~ ° , ~ ~ ( ~ + ~ ~ DENUDED AREA - 1.0 AC. S 4 - _ ~ ~ ~ ~ . • _ . ~ ~ _ ,y ~ ~ WEIR WIDTH - 10 FT ~ ~ 1 ~ V ; ~ ~ I ~ / ,c ~ ~ _ ~ li j ~ ~ VOLUME REQUIRED = 1,800 SF ~ N Q o ! ~ ~ 1 \ ~ ~ ~ ~ - - ` ~ ~ :4 ~ ~ _ _ ~ I ,i ~ ~ VOLUME PROVIDED = 1,800 SF Q N 0 M U ~ . ~ ~ i r 4 _ ` ? y 1 3~, E SIZE: 4' DEEP X 15' X 40'# SEDIMENT BASIN 0 ~ r ~ ? ~ j ~ WEIR WIDTH - 10 FT u~ ~ n 3- C . ~ A ~ ~ ~ V ~-yy l?' ~ ~ -1~ ~ ~ ~ ~ ~ v ~ ~ ~ ~ ~ ~ DENUDED AREA ~ ~ ~ ~ ~ 4 O _ . ~ (n _ ~ A O ~/J ~ may. ~ r ~ A y 1 1 - o~ ~ ' ~ ' i ~ ~ t 1 i B VOLUME REQUIRED - 2,880 CF J . y ~ ~ t ~ ~ r } ~ ~ 6 SEDIMENT ASIN Z ~ \ i ~ ~ 1 t i _ 01 Os 1 ? ~ ~ - 3000 CF - ~ l~ ~ } ~ ~ a ~ \ \ r ~ i D.A. - 2.B AC. VOLUME PROVIDED - ~ ` I ~ ~ ~1 I 1 ~ Z " ~ ~ ' I ' ~ ~ _ SIZE: 4 DEEP X 20' X 50'+ • • 0 ` V ~ ~ i I . 1 ~ ~ DENUDED AREA 2.4 AC. - ~ W W w ~c , . , \ A ` ~ ` ~ 1 ~i ~ ~ ~ ~ 'I ~ ~ ' - WEIR WIDTH - 10 FT V/ a Z ~ Z ~ ; ~ ~ ~ ~ ~ i ~ ~ , ~ VOLUME REQUIRED - 4,320 CF - Q J ~ ~ ~ A ~ - ~ ~ ~ i ; I ~ ~ 1 ~ I VOLUME PROVIDED = 4,500 CF Z 0 0 ` 1 _ ` ~a„~ ~ 6 ~ ~ 'j ~ i ~ ~ ~ t, 14 SEDIMENT BASIN V Z Q Z ~ ~ ~ ~ ~ I ~ ~ y SIZE. 4 DEEP X 26'X 60 _ a ~ a ~ v ~ l ~ I ~ WEIR WIDTH = 10 FT D,A. 3.2 AC. ~ c - ~ ~ ~ o ~ - ~ ~ ~Ct _ J eh J ~ ~ 1 1 1 , i ~ DENUDED AREA - 3.2 AC. M ~ W W ~ - ~ ~ ` , - ~ - ~ r 0 / , i ~ ~ E 5 760 CF W ~ ~ ;4 ~ ~ . ~ ~ ~ ~ ~ A , ~ ~ ~ ~ ED MENT BA IN VOLUME REOUIR D - . A,. ~ a ~ A ~ ~ A \ C3 7 S I S - ~ ~ ~ ~ ~ ~ i 0 - L i ~ ~ \ ~ ~ ~ ~ VOLUME PROVIDED - 5,850 CF , ~ `Q ~ ~ ~ ~ ~ ~ N ~ ~ ~ D.A. = 5.0 AC. , V . ~ , ~ ~ ~ A \ ~ A• 1 t'n ~ ~ = SIZE: 4 DEEP X 30' X 65 _ / ~ ~ ~ ~ ~ ~ 1 `ti~ ~ ~ ~ ~ ~ ~ DENUDED AREA 6.0 AC. ~i,. ~ A ~ v \ V A _ WEIR WIDTH = 10 FT ~ ~ ~ A~ , ~ ,l ` ~ ~ ` VOLUME REQUIRED - 9,000 CF 0 ~ 1 ~ ~ ~ i i A ~ 1 y VOLUME PROVIDED - 9 0 r ~ o ` r ~ ~ 1 ~ ~ ` ~ ~ ~ ~ ~ - 15 SEDIMENT BASIN ~r' v , A v ~ t~f_~ ~ 1 ~ ~ SIZE: 4'DEEP X 35'X 90'± _ t 4~ r~/~, / 4 ~ ~ N V i ~ i I ~ ~ ~ ~ ~ y X07`' \ WE WIDTH - 10 ~ ~ ~ ~ ~ ~ \ ~ ~ ~ ~ V IR - ~ DENUDED AREA = 4.5 AC. L ~ [y~ ~V ~ Y ~ ~ 0 A~ ~ ~ , ~ r 't1 ~ ~ - r ~ or ~ ~ t ~I ~ \ _ AN, ~ \ \ ~ i 'd y VOLUME REQUIRED - 8,100 CF J , ~ , ~ ` ~ ~ ; ~ \ 8 SEDIMENT BASIN 0 OVIDED = 8190 CF VI \ i ~ ~ ~ ~ ~ ~ L ~ ~ ~ c n~ to~~ " i J',i t ~ • SIZE: 4 DEEP X 35 8 _ ~ M 'V ~ ~ ~ , ` ' ~ \ ~ ~ DENUDED AREA = A • ~ v ~ , A A ~ 0 3 C WEIR WIDTH = 10 FT \ \ ~ ~ , ~ U .VOLUME REQUIRED = 540 CF t ~ ~ ~ VOLUME PROVIDED = 800 CF ~ ~ ~ _ o ~ Cb q ~ ~ ~ J r v A ~ ~ V ` 16 SEDIMENT BASIN ~ ~ \ ~ ~ c~~ ~ • SIZE: 4' DEEP X 10' X 20` ± _ 0 o ~ ~ ' ' - r ~ i _ 1 ~ .r" ~ ~ J- J 3 ~ ~ _ ~ ~ ~ , ~ ~V ~ ~ ~ WEIR WIDTH - 1 FT D.A. - 3.0 AC. Z , ~ ~ ~ ~ - 0 H ~ ( ~ `v ~ ` DENUDED AREA 2.2 AC. ~ ~ i V ~ ~ - _ _ _ _ A L \ _ ~V ~ V ~ / - ~ ~ ~ \ , _ ~ ` ~b J; i ~ ~ ~ V ~ ~ i- > ~ ~ J J , ~ ? (;r y\ VOLUME REQUIRED = 3,960 CF a W ~ ~ ~ ~ , ~ ~ ~ ~ . , C ~ ~ ~ ~ ~ _ _ _ \ \ ! n ~ ` \ ' ~ VOLUME PROVIDED = 4,125 CF ac a E i~ 0 \ ~ \ v ~ `~s'' ~ ~v v SIZE:4'DEEP X 25'X 55'± y J 'r ~ ` \ ' , \ ~ ~ ~ ~ ~ . _ ~ . ~ ~J ~ ~'i ~ ~ ~ ~ ~ ~ WEIR WIDTH = 10 FT W \ D ~ ; J ~ ' J ~ ~ A J _ . .3 ~ 0 V w ~ l i ~ - ~ ~ V \ \ ' J J ~ , ~ . T ~ _ ~ ~ ~ ~ i tea, ~ ~ \ 1 q~ 0 \ \ e j J ' 1 ~ ~ A ~ ,~v o ~ , 1 ~ ~ W \ ~ ~ , \ ~ h ~ d ~ A ? ~ v A \ ~ ~ • \ - ~ ~ P ~ ~ ~ _ \ i ~ - C ~ ~ ~ ~ 1 ~ ~ ~ ~1 r ` ~A ~ J ~ ~ ~ l ` ` 4,~~' ~ ~ ~ ~ - ~ - ~ V ~I V A \ ~ f , , A I` r ~ , \ \ t I i ~ ~ i I I ~ \ ~ ~ ~ ~i A i 0 _ ~ , I ~ ~ Z ~ _ ~ v ~ ~ 1 ~ _ A ~ ~ V ~ `V ~"V ~ ~ ~1 , t ~ , ~ \ _ - _ ~ - ~ M ~ , . l V 1 V \ A j A? 1 ~ I ~ . , , - e \ C ,1, ~ ~ , , , , o _ o _ - _ ~ . ~ ~ ~ _ _ _ v ~ ~ ? i ~ r ~ ~ M~ ~ o; _ ; _ _ _ r-, , . - ~ ~ ~ - ~ ~ :r~ _ ,v y A ~ ~ ` 'y - - - _ ~ ~ ~ ` -,,...r...- ~ ~ ~ ~ ~ , , ~ ` t _ _ , ~ \ ? ~ A \ y- t t , - - _ , ~ , , a , ~ . , ~ - _ ~ . ~ ~ - 0.0 ' f . A 'V V \ ~ ~ . V A - A _ ~ ~ / ~ ~ ~ ~ ~ ~ W - - ~ VA~ i , , ~ ~ ~ ~V ~ ~ \ ~ \r _ ~ ~ ~ ' A ~ ~ r _ _ ' ~ ~ p ~ ~ ~ ~ , 4~.~ A A ,V _ C O ~ ~ \ \ \ \ \ ~ \ \ ai O / ' ~ I ~ ! ~ ~ + ~ - ~ '4 V ~ ~ ~ ~ ~ ~ ~ \ ~ ~ ~ ~ i ~ ~ ~ A v v .,V . ~ ~ v . II , . , \ ~ ~ A A \ 1 ~ ~ r ~ ~ ~ ~ i _ ~ . , ~ t ~ ~ ~ ~ V • ~ C ~ ~ _ ~ i~ ~ ~ ~ ~ ~ V ` \ A ~ ~ ~ 1 ~ ~ ? ~ V' V C , , 0 ~ , ~ n' ~ A' , ~ , ~ ~ ~ ~ ` O Z W M ~ ~ y...--. _ / \ I / V . ~ ~ , ~ ~ ~V Q ~ ~ , ~ , / ~ VV',. ~ A A ~ ~ CA V , _ , _v ~ - I , m ~ ~ - W ~ ,f i r7, 1 ivy "vA ~1 , A \ V A ~ A \ a ~ y \ ~ ~ j ~ 1 ~ V ~ V A A V ~ ; \ A ~ ~ ~ ~ L M / , ~ ~ ~ ~ trsV - 1 ~ ~ ~ 1 ~ .i1 .AA ~ l A V` V~ ` \ i 360 - _ r ~ ~ , ~ D i _ ~ ; ~ _ r ~ ~ A ~ A\• ~ ~ \ \ \ i ~ Y/ ~ ~ ~ - / ~ _ ~ iii ~ ~ ~ i ~ i ~ _ ~ ~ i ~ ~ ~ - ~ . A , ~ A ~ \ \ ~ ? t , ~ - ~ ~ ` ~ .t\ Q'~ / ` i i i ~ - / y - - - - ` J ~ - - N ~ ~ ~ i ~ L ~ ~ _ _ _ \ _ i . _ ' ~ y\`~ , ~ v y ~ ~ , \ ~ ~ ~ - ~ A i - ~ ~ \ ~ ~ ~ ~ i ~ ~ i _ _ V ~ ~ ~ ~ - - - - ~ 1 ~ , ~ ~ V \ ~ ~ ~ ~ ~ r ` i ~ _ _ ~ ~ ~ ~ ~ V v F~ ~ ~ „ I ~ - ~ r ~ti I OVA, ~ ~ ~ . w _ , - f^ ~ - ~n~ i ` - i - ~~\,A y ~ - - - j i ~..y° ~ , ~ ~ ` _ ~ ~ ~ r , \ 0 _ ',AA V ~ r ~ ~ J1 i ~ 1 _ ~ _ S ~ ~ ~ , ~ i ~ r 5 _ , ~ ~ ~ - - - J ~ ~ ' ~ ~ ~ y , ~ , - _ , • ~6 I V' ~ I , _ N~ m ~ ~ . ~ ~ ~ 1. r ~ + , 34 _ - _ ~ -s i - 1 1 ~ / i A _ _ , ' ~ - ~ 1~ ~ I \ V~ ~ . ~ % o ~ ~ . _ r - n ~ ~ \ i r ! - / r _ ~ ~ i ~ - , ~ , ' ~ r L . r , ~ ~ ~ J , ~ ~ 0 i ~ ~ \ , ~ ~.1 - ~ ~ A i ~ ~ , o A _ ~4 r ~ ~ ~ ! ~ I, I i / ~ ~ \ Z A - i i ~ _ ~ - J A' - _ ~ ~ 1 ~ F i ~ - _ ~ ~ _ l"' 4i,` ~ _ i ~ , NOTES ~ ~ ~ _ ~r - ~ 334~~ i- h ~ , ~ ~ / _ r,,,,.. _ - - _ , ~ - ' ' ~j ' r"~ 1. EROSION CONTROL PLAN IS FOR MASS GRADING PERMIT ONLY. W - _ v ~ r _ _ _ _ , - , , - _ - AMORE DETAILED ER I N EMITTED ~ - ' ~ ~ ~ OS 0 CONTROL PLAN WILL BE SU Q _ y 3 - \ , , , - - -t ~ ~ - ' \ - FOR SITE STORM PIPING, INLETS, ETC. , ~ -ter ~ _ _ - E ~ - - _ f ~ ~ ~ r I i ~ ~ ~ ~~-ti„ ._...r ~ - ~ h ~ 2. TOTAL DENUDED AREA = 96.1 AC. - - r ? _ - . r N ~ . ~ _ 1, _ _ ~ - - \ ~ ~ r . - - i ~ , J CAR t ~ ~ - ti. ..-r ~ _ - } ~ A ~ - r _ ~ ~ ~ - - 1~ ~ i ,i I ~ ~ ~ - - I., I ~ ~ ~ 1 ~ . / , / m i - ~ ~ ' i - ' o ti AL / ~ ~ t. ~ S~ ~ W _ - ` > ~ m ` ~ t- - ~ i; ~ ~ Oy _ J / ~ ~ - - _ r,. 4 V J ~ 14023 J Q - g - - ~ ~ ~ - ~ F Q.~~.• i9 i r ~ ~ _ _ i - - - _ .-t - ~ ~ _ r 3 _ ~ ~ ~ - ~ 0 ~ ~ 1 F _ ~ • . 9''''••.••~'~ . ~ ~ ` , ~ Q - • ~ r ~ r _ - i i i ~1./ ~ ~ n ....~1.. ( 1 ~ ~ .sue-•~..... i~ l~ , ,1, _ - f 4' I ~ ~ r"--•~ ~ _ { , M 7.~ 4 e - DO NOT USE FOR CONSTRUCTION A7' J _ _ r ' l SCALE IN FEET I _ V y W -40 , 0 50 100 200 300 400 R:\2001JOBS\01302000\1302C4_2.DGN J l i ~ - - - i _ ` _ ~ _ ~ - - ~ ~ . ~ l r i . ~ y, p~ ~ ~ ~ ~ ~ _ - / a p ~ ~ _ ; 1_ c ~ _ _ ~ _ ' ~ ~ ~ _ ~ ~ ~ ~ r 11 / ~ ~ ~ A \ ~ _ i` ~ - i•~` ~ ~ ~ r' ~ ~ ~ r , ~ ~ ~ ~ - ~ 1 ~ ~ i i~ V / Y ~ ~ ~ ~ _ . _ ~ i ~ 1 _ _ `,mow ` _ _ _ , r -F.. ~ % o ~ ~ / i , ,I , _ - _ _ \ _ t \ ~ _ A _ , , ~ ~ _ r ~ ~ ! 1 . _ _ _ , ~ - ~ _ . ~ ~ ~ , - ~ ~a 3 4 . ~ ~ - 7 1 ~ ~ - - - - i i \ ` \ \ o r I. , ~ Q ~ ~ , ~ _ - . _ ~ _ i ~ ~ ~ ~ - i 'I ~ ~ - ~ ,.p . ~ " - ~ 1 . ~ _ ~ ~ ~ r _ , , ~ ~ _ 2 ~ ~ _ ~ _ ~ - _ V. _ , ~ 5 1 ~~v i ~ ~ ~ A / i o ~Q ~ _ _ _ l ~ - - _ ~r - _ y ~ ~ ~ ~ \ ~ J " " - ~ = ~ o ~ ~ , - ~ ~ . _ - ,,r , , o ~ ~ ill ~ y~ - .r i ,i f ~ _ ~ ~ ~Q ~ ~ ` - - - ~ ~ ~ I . ~ / ~ ~ _ _ - _ , r . / O ~ r i W ~ ~ ~ ~ ~ ~ i N r ~ ~ ~ _ 1 ~ i ~ ,r-~ - ~ , ,l' ~--~--~.i'" - ~v - ~ ~ " _ ? . ~ ~ ~ ~ _ \ ~ ~ _ - / ~ _ _ , l~ / •---ice ~1 / r ~ ~ ~ 1\ ~ ~ • 1 p • ~ '~t ~ _ - _ I ~ ~ ~ ~ s r / / V _ - . ~ , _ ~ 1 ~ - _i / f71c41~/ r - :I 1. ~ ~ - _ _ A. • ~ ~ i . _ "r , r-rr i ~ / 3 l A ter' ~ i ~ ~ _ / ~r~ / _ to (J ~ ~ „gam \ ~ / ~2'. ~ t ~ = ~ i i ~ - - ~ _ „ ; ~ ~ •a ~ . _ ~ ,y ~ _ i ~ j Q ~ . 1 'a _ r~~~ ~ ` / ~ - _ , . i',r, U ~ - , f - i , 1 1 ~ i,'~ . A ~ . ~ , _ - ' ~ Q - ~ 1 ' . ~ = ; ~ ~ y' / ~ ~ - ~ - ~ rr ter _._t_..__ ~ ~ ~ - 0 X ~ r' i ( ~ C~ ~ i 1 i .-s 1 1" s , , ~ ~ _ J _ - - l / 1 " / ~ J /~/r /-f~~,,._ ! f ~ I 150 m ~ ~ a ~ / i ~ i \ I, l 1 t / ~ , y- r (q _ 1 J i ~ ~ ~ ~ f0 ~ / ~ / ~ ~ - ~ ~ ~ 1 ~ ~ ~ ~ v/ ~ r _ ~ ,kk~ M " ~ " _ , _ _ , _ , _ _ ~ - ` n~ / _ 1 _ _ ~ i / ~ iit , '7 r A f - 1 ,i ( ( ~ " 7 ~ ~ .v ~ ;.o'er ' / !/i~, < / - ' d`~~~, _..1~1i~~-O- u?___ ~ ...a _ _y ~ ~ ~ ~ ,rte ~,r - VOA ~ _ . ' _ _ I 1 ,r _.r _ , 1 i A ~ % ~ \ l ~ I + ~ , , , - /'f~ ~ , , . ~ r, .V ~ Irk i -T.___~_ i ~ n,,,~~ - . - - / ~'i - _ ~ _ ? ~ . f . _ ` _ ~ ~ , r-=- - ry , _ ~ .tti, J _ ~ _ ~ r i I / / % : ii . = - •ti ~ Lys. ~ ~ ~ _ i \ ~ ' ~ ' ~ i ~ Q ~ / J •w s - ? t ~ ~ _ I _ 1 „ 3 ~ 1 ~ r ~ ~ , 5~ _ _ / e.,- ~ ~ ti ~ ~ ~ I ~ V~ i r ~ 5 . 1 i h ~ ~ ~ i d ~ ~rJ~ . ' _ _ 5 ~ ~ _ ~ QU ~ 350 ~ ~ - , _ 0 ~ ~ / _ ' r ~ ~ ` ~ C~ ~ ~ tl0 - {A ~ ~ ~ ~ ~ ~ Y 1 . J.. ~ ~ l r ~ ~ ~1 ~ f \ , i _ i _ L ~ ~ ~ O S' 0 i ~ ~ ~ ~ ~ , ~ 1 ~ CC ~ 'i ~ U~ ~ ~ ~ I ~ ~ r' Z r' , _ ~ -..,~b ~ ~ ~ / _ ~ ~ 1`~ \ ~ ~ ~ ~ / ) d t7 i ~ t, ~ ~ ~ ~ ~ ~ i C~7 i ' ~ A , ~i~ ~t ~ Z 2 , ~ 1 J 1 Y~ Q _ - A 1 o - ~ ~ 5 ~ < 1 f I J 1 ~ . ~ , I 2 z ~ _ r ~ ` ~ i " i i ~ h, ~ c.~a I ~ i I , ' ~ ~ i W W , I A t0 C ,1 ~ ~ ~ _ ~ - f 1 ~ \ 1 ~ _ _ 5 1 ~ _ ,.x'~ r ~ / ~ , ' r _ _ ~ - _ ~ , I ~ ; ~ ~ 1'~ r ~ ~ ~ ' ~ r J J ~ U \ \I ~ ~ i ~ ~ ~ W d' 1 a i o I , I i ~ ~ i t l' / ` ~ l 1 ~ U7 / ~ ~ 'sic /f\ „ ' ~ ~ ~ _ li ~ ~ i 1 - ~ r , ~ ~ ~ nF~rh' m~ i . . i ~ ~ ~ ~ \ - , _ ~ _ ~ ; _ ~ ~ ` ~ ,i 0 ~ _ / ~ ~ 1 1 . t S - ~ . 5 ~ ~ . " - r"' ~l \ ~ ~ ~ ~ ~ i / 0 ~ ~ i _ { t ~ / ~ , ~ ~ ~ , , ~ ` _ 5 ~ ~ ~ '1 ~ ~ 1 ~ _ V , ~ ~ A ~ ~ ! ~ ~ ~5 m ~ 5 ` ~ , % ~ / i r ~ ~ _ i _ ~ ~ ~ 31Q / F~ ~ r ~ , \r ~ i / / „ , ~ ~ . ~ 1 ~ } _ ~ ~ , ~ ~ 0 ~ _d ~ 5'"~ ~ ~ , ~s 360 5 { r ~ ~ ~ . , . ~ , ' , r"~.. ~ ~ ~ 1 ~ i ~ ~ , o ~ a _ ; ~ r _ _ c I 1 r ~ 1 ~ ~ i ~ , J f i 1 ~ ` . ~ ~ i V ~ ~ ~ ~ ~ i ~ ~ r _ _ ~ . " ~ ~ _ ~ . ~ 1 \ i I r ~ % - , ~ n~ A _ ~ ~ , ~ ~ ~ ' \ , ~ _ ~ ~ ~'i J/ , . ~ ~ - - _ ~ ' ~ - _ ~ ~ ~ _ ~ _ , o ~ ~ ~ ~ ~ ~ , i ~ i _ _ i , ~ _ . ~ ~ r ~ ~ _ 1 RISER BASIN 9 SEDIMENT BASIN Z ~ ~ j - ~ , / - ~ ~ ~ ~ DA = 28 AC, D.A. = 0.8 AC. Z O ~ ~ - - ~ DENUDED AREA = 28 AG. DENUDED AREA = 0.8 AC. 0 y ~ 1 . I ~i 'I ~ ~ ~ ~ f ~ ~ ~ ~ t~~ ~ ' r ~ 1 i / ~ _ _ _ . - 1~ - . _ ~ ~ \ ~ - - _ VOLUME REQUIRED = 60,400 CF VOLUME REQUIRED = 1,440 CF a W ~ ~ , ~ ~ _ i ~ ,~a_ o ~ ~ ~i 66" i ~ . ' , - ' ' ~ ~ i ` ~ ` j ~ ~t ` ~ VOLUME PROVIDED = 50,400 CF VOLUME PROVIDED = 1,575 CF of ~ ~ ~ V E ~ ~ _ A _ _ ~ ~ , ~ ~ ~ ~ ~ i ~i ~ i I + \ - ~ \ ~ ~ p ~ ~ ~ ~ ~ ~ SIZE: 6` DEEP X 60' X 150' ± SIZE: 4` DEEP X 15' X 35' ± 10 _ - N _ ~ WEIR WIDTH = 2D FT WEIR WIDTH = 10 FT W , i~ i ~ ; ' , " D . ,i , ~ ~ (OR EQUIVALENT AREA) V A ~ 1 , ~ ~ ~ , ~ O '1 ~ I ~ n 1 / ~ ~ / 10 SEDIMENT BASIN ~ ~ ~ I I i , _ r-- _ ,1, - - ~ _ ~ ~ l ; r ~ ' _ ' ~t, . 2 SEDIMENT BASIN D.A. - 4.8 AC. w \ - , , Q , D.A. = 5.0 AC. DENUDED AREA = 4.8 AC. ~ _ , r - , l . ~ _ ~ ' r ~ - ~ ; . - i 1 I , ' ~ , ~ ~ DENUDED AREA = 4.8 AC, VOLUME REQUIRED = 8,640 CF D i A, i \ ' - ~ ` ' _ ~ ~ VOLUME REQUIRED = 8,640 CF VOLUME PROVIDED = 8.640 CF i ` ~ ~ ~ ,r ~ ~ i 1 Y ~y J VOLUME PROVIDED 9,600 SIZE: 4 DEEP X 40' X 72 _ ` ~ 0 - , ~ ~ SIZE. 4 DEEP X 40' X 80 _ WEIR WIDTH = 10 FT Z i i Q % ~ r t _ ~ ~ ' I t / ~ ' ~ _ ~ 1 f ~ ~ ~5 / -r" (0 , -r 4 WEIR WIDTH - 10 FT i ~ ; _ , 0 ~ ~ ~ i _ , 1 I ~ ~ _ ~ ~ Q ~ / , _ ~ ~ ~ ~ _ ~ r•'-~ ` - 3i6 " i i ,r 11 SEDIMENT BASIN Y - ~ 0 A E REA) r - ~ .J; m _ j , ~ 1 D.A. = 5.0 AC. y J " _ / r , _ / GJ . , fir, r _ _ , . - _ _ , 3 SEDIMENT BASIN DENUDED AREA = 5.0 AC. ~ Z O c C.1 ~ ~ r , i , _ ~ ~ i ~ 1 ~ . ,w....... ~ . ~ . s 41 ~ t ~ 6 i , i~ ( ~ _ a 1 ~ ~ ~ ~ ~ ' - , -t ` ' , j ~ - VOLUME REQUIRED = 9,000 CF 3 i D.A. - 2.4 AC. v h ~ ~ ` ~ I ~ ~ ~ ~ ~ '~„T. 5l , i " i' VOLUME PROVIDED = 9,120 CF ~ " , i DENUDED AREA = 2.4 AC. \ 1 ~ " ~ ~ i ~ ~ - - ~ ' " ~ ! ~ VOLUME REQUIRED = 4 320 CF SIZE: 4' DEEP X 40' X 76' _ r ~ , Sao ~ ' ~ 'ma'r.. > r' , 4 VOLUME PROVIDED = 4,500 CF WEIR WIDTH = 10 FT ~r ~ ,i i r ~ ~ ~ ~ , ZE: 4' DEEP 2 ' X + , SI X 5 60' _ ~ ~ ~ ~ - L ~ i f ~ ~ ~ v ~ ~ r ~ - _ ' ~ ~ ~ ~ - - ! ~ ~ ~ 12 RISER BASIN ; r r ~ ,i WEIR WIDTH = 10 FT _ r r` / ~ " ; - D.A. - 18.2 AC. c w ~ ; / ~ ~ I _ ~ . ~ ~ O W~ _ ~ ~ ~ ' _ _ - r, % ~ ~i~ / ~ - 4 SEDIMENT BASIN DENUDED AREA = 18.0 AC. ~ Q _ ~ r c ; o - ...400 - 80 ` r ~ r ~ •.'J _ ~ ~ ~ s'~ ~ ' ! ~ D.A. = 5.0 AC. VOLUME REQUIRED = 32,400 CF ~ Q ~ Z $ _ ~ _ ~ % / _ - ~ / r , ~ ~ ~ , . - o' _ VOLUME PROVIDED = 32,400 CF r ~ ~ r ~ .r'~ DENUDED AREA - 5.0 AC. , 1 ~ , ~ ~ \ r . ~ ~ T t ~ r' ' _ SIZE: 6 DEEP X 50'X 108`± d, r~ - ; ' ~ i VOLUME REQUIRED - 9,000 CF r , ~ / ~ II o ~ _ ~ 'r ~ _ ; ~ : Q VOLUME PROVIDED = 9 450 CF WEIR WIDTH = 10 FT e ~ ~ ~ o ~ r r ~ r ~ ~ J SIZE: 4' DEEP X 35' X 90'± o C -v._ 1 _ - _ ~ ~ ~ _ ~ ~ _ 1/ o _ - _ ~ 0 0 ' ' ~ ~ ~ ~ WEIR WIDTH = 10 FT 13 SEDIMENT BASIN o Z to o ~ ~ ~ , _ - S' - _ _ _ _ .n._,. r ~ ~ ~ e ~ - N ~r ~ ~ ~ ~ ~ ~ ~ 4'~~ ~ - OR EQUIVALENT AREA D.A. - 3.3 AC. o m ~ Q r; ! ~ ~ ~ c~; I I DENUDED AREA = 3.2 AC. ~ V >l J _ i ~ . a ` / \ ~ / 0 W ~ r r' ~ ~ ~ / ~ ~ p t!~ r ~ f r ~ i ~'c~ / 5 SEDIMENT BASIN VOLUME REQUIRED = 5,760 CF . , ~ ~ , ~ ; 0 i ~ r r , ~ ~ _ VOLUME PROVIDED - 6,030 CF fl + 1 1 ~ ~ ' i~ ~ ~ 1 i - ~ ' ~ : = SIZE: 4'DEEP X 30`X BT+ ? I ~ ; ~ ~ O DENUDED AREA 1.0 AC. - ~ _ u. / ~ _ 1 ~ r I / _ - ~ ~ ~ ~ VOLUME REQUIRED = 1800 SF WEIR WIDTH = 10 FT ~l a _ 4 _ _ . Q l ~ ~ 39.4 ,5 ~ , ` ~ ~ ~ ~ ` ~ ~ ' - ~ VOLUME PROVIDED = 1800 SF ~ - r ~ ~ - i ~ SEDIMENT BASIN _ ~ _ M i ~ .Q SIZE:4'DEEP X 15'X 40'± ~ _ _ y.r ` - - ~ ~ D.A. = 1.6 AC. ~ ~ ' , _ - - - WEIR WIDTH = 10 FT Z - ~ , - ~ 16 w..- ~ , . , , _ ~ , , ~ ~ ~ ~ w""~°-" ° ~ VOLUME REQUIRED - 2 80 CF ~ 6 SEDIMENT BASIN - ~ ~ 2 1. ~9 C3 _ ~ ~ } l.r ~ , ~ VOLUME PROVIDED = 3000 CF Q i- I! . L ~ ~-t 5 m _ _ ~ i - _ SIZE: 0'± 1- ~ 4 DEEP X 20 X 5 - DENUDED AREA = 2,4 AC. ~ _ _ s--- - - - - . _ ~ `',~.`ti~ ~.._..w~._._ _ VOLUME REQUIRED = 4,320 CF WEIR WIDTH = 10 FT _ ~ ~ ~ ~ ~ _ - VOIUME PROVIDED = 4,500 CF - + 14 SEDIMENT BASIN ~ _ Z ` ~ SI .4 P 25X60' _ N i 1 ` 5 ~ i D.A. = 3.2 AC. cu1Q` ~ _ \ WEIR WIDTH = 10 Fi a ~ ~ \ . , - _ 0 DENUDED AREA = 3.2 AC. ~ ' ` VOLUME REQUIRED = 5,760 CF L i 5 ~ ~ \ • 1 L a ~ 7 SEDIMENT BASIN _ VOLUME PROVIDED = 8,850 CF _ _ C 1 (u~~ DENUDED AREA = 5.0 AC. SIZE. 4 DEEP X 30X65 _ ~ n,' Wlde Pu o o _ / 60 . . h ~ - _ WEIR WIDTH = 10 FT O ~j O VOLUME REQUIRED - 9,000 CF V ~ ~ _ VOLUME PROVIDED = 9,460 15 SEDIMENT BASIN Z _ ~ ~ L , k~ p; ~ ~'•~,,~,y, SIZE: 4 DEEP X 35 X 90 _ D.A. = 5.0 AC. ~ ` ~ WEIR WIDTH = 10 FT DENUDED AREA = 4,5 AC. Z a ~ 2 W ~•z o ~ p 0 41 .A ~ ` - ` _ VOLUME REQUIRED = 8,100 CF a _ ot: ~ 0 ~V O 3 ~ 8 SEDIMENT BASIN VOLUME PROVIDED = 8,190 CF p k~Q ~ . D.A. = 0.3 AC. S12E: 4' DEEP X 35' X 78' # DENUDED AREA = 0.3 AC. aB C ~ ~ ~ / o Q~ ~ 6~ E V` h ~ vJ - WEIR WIDTH - 10 FT w VOLUME REQUIRED = 540 CF Y E ti ~'2 ~ Z W ~ _ o ~W 0 ~@ v OV P VOLUME PROVIDED = 600 CF a h W alb ~ ~ -fiC P 16 SEDIMENT BASIN 3 Ub SIZE: 4' DEEP X 10' X 20' ± - DA. - 3.0 AC. m ~ ,~Q' 'rC~~ WEIR WIDTH = 10 FT / DENUDED AREA = 2.2 AC. W ~ ~ Q~~ VOLUME REQUIRED = 3,960 CF _ y ~ N~ Z m tV VOLUME PROVIDED = 4,125 CF W SIZE: 4' DEEP X 25' X 55'± ~ 0 L r WEIR WIDTH = 10 FT w m a W n a 3 x U C o• CaR ~ 0 3 NOTES ; T 1. EROSION CONTROL PLAN IS FOR MASS GRADING PERMIT ONLI ~ ( . c ~ ESS10 by I- i PERMIT ONLY. o0F ti,,._9 , a Q~ i i n n i ~ i n Qv A MORE DETAILED EROSION CONTROL PLAN WILL BE SUBMIT LL BE SUBMITTED C e 11 L-1 I v I I I vni I I Y FOR SITE STORM PIPING, INLETS, ETC. SEAL a 2. TOTAL DENUDED AREA = 96.1 AC. 14023 DO NOT USE FOR CONSTRUCTION X Z GIH~ B ~~'•r W B , r~, 0 R. SCALE M FEET I1. ~NhaHsalk IL .V 0 m 0 50 100 200 300 400 y 0 N 11l2001JOBS,013020001302C4 1.DGN 0 c T D As recorded in Book of Mops 2001. Poge 1161-1163. woke County Registry o eeds. and ids. and ~ Plot Cabinet 2001, Siides 267A-267C, Franklin County Registry of Deeds. Y NCGS Grid Monument "Power" N=833571.6923 x (In Feet) Z E=2149638.2071 ° m o a, ~t` o~ a ~ o ^ 0 Ro Rolling Acres Subdivision Section D r ~ I NRBuffer 0 Plat File 1/Slide 95 ~ 1 ~ ~ WETLANDS o i n A R ! , r' n ~ Now or Former! Now or F~I~merly 1 iTYPICALI 'E ~ y USCOC of NC RSA #7, Inc. 6 2 Bertha M. Holden (United States ilular) ! ~ r N 62 ! r 1 r a DB 600/44 . r r DB 1067/5 BM 1997/13$ ! , rr ~ T°o ~ ~ ~ ~ rl r Ir N ~ Zon 1 ng: AR Now or Former I y "1 .3 / Holden Farms, LP ~ 6 N 6 3 r; Now or Formerly i a r y a Q y ^ ~ DB 1057/567 Stone Monument Jr. r r Ifl v John C Conyers , r r Z , AR ' '1 L1 Zoning: DB 928/24 r r W ~ z ~ ~ f Tract I r , , ~Id 0 ~ 5 3 oc ac 64 Zoning. AR r r r Q O l „ r , r Now or Formerly I,I~ a ' 6 17 S 8i ~ 6 _ c ~ , i 1 2 E 578.99 S 87°38'37" E 319, ' C 2~2•e ' ' r Luc Mitchell DePorter ~ ~ Z ~ ~ ' ' secti0rf ~ ~ 1 22Q + I 8.76' 72 S ?72,8 L PK Na i I set / at ~tTe a~ox i mate C/t • 1(i'hEU; ~ ~ N 1 ~ I 78 32' ~ of US H i ghday i' and Wa I Road l SR 11351. , ` , f ~ ` 1 I ~ \ _ / ~11 1 s I8°3y f~ ' ~ ' ~ - r Y w o~ F= M ~e E ~ ~ rr r r BM 1998/327 a W ~ ~ ~ s ~ r Z n i ng: AR o ~ W 8 6• a J~ P ! a r I r , r l 4g laTted Stone r ~ ~ OC ~ \ \ \ \ ` ( I ~ ~ 1 1 Prra'hJ load Business Center \ , r, E 3~8 , r r a Ow0^ 1994/249 \ 1 3 ' i; r 03 r ' rr ~ z o+ ~ o~ ' ® i 19 27 i r =~WO? fl , III ® I o , ` oni n : HB _ , ® r zo1 S 0.60 r r (7 ~C V ~ IrO I8•q, , 1 W- I~, ® , q29' r r W..Q.. , ? \ \ \ i i , ® E L10 r ~ r II ~ 19 r29 m Q3 r 1 , , ® 19 ' ' ~ S r . 8• g8 r ' m {L . 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Z - Z ® r e ,1 ` ZONING:O&I \ ~ , ,1 1 \ / , 18 / 50' NEUSE RIVER N Q J ' ® , , © r r RPM AN 61~FER ~ ~/1 Q Q ° t 1, \ \ I ~ , \ I ~ V ~ ® 1 1 a I ~ Y,I VO.ad ® , r ® '`~I r / / W W f~ ` 121 T2 RCP CULVEA \ / ! ~ © 33 , / N ~ \ I ® 3 r I p T/ ~ ~ „ n 100 LF a 1.S0x, \ \ ! 2 ® 1 r , ® 351 r - r r ~ / h r ~ ~ ~ ' ` ~ TREET A INY IN • 3ti~6 \ \ ® S \ ~ / - 2 1 ~ Y ~ ~ [NY WT 318,0 \ \ \ , , \ \ \ i ' ~ r'rr 5 i ~ rr / H ,yb W V n F ~ F- 2 , , ® • ~ © z \ _ 16 ~ ~ i r , ~ 6S, d' , I ~ - ~ ~ \ \ 1 , 1 , , i ~ ® ~ A t I / 1 ® 2, , r 1 A 2 0 ® 2 , ~ , r ~ ~ z, ~s Sr N y ° ~ it \ , II / 8 , Q ~2, :yy ~ r , eo > ® 1 ® ro 1 I ~ s ZD ~ G ~ h i t1 \ II Y ( ® 2T , ° ~ , , ZO ~ JI r~ ~ r / ,5 2 ' T ' 2T , ~ ~ r a / , 1 t ~ , r ~ 1 Q ~ , 28 F ' " T i v' ~ O I 12 T , 18 ,~7 I / ®,T , ) ® ~ r ® T5 , , ~ 1 ~ r / , , q zs II , T"' ® T T ® , I G ~ , t r ~ T ~ r { ~ / ` (i~EZON 'T'RACE I I r ~ ~ ~ _ 28 Rf .~rrS 13 t ! tt 810E+wa 1 \ I 1 1 ~ 261 ~ ~ , I ~ , ~ 0 7•d " I V -1 D) 0 ) `1 6 V s , 1 Sl ETE ° ~ ` ` I t 1b ~ ® ® s , . of --AA y 24 ® ® 5 , e sly ~ asp r 3 ~ , ~ ; ,c 0 ® I C ~ / 14 I 10 I ~ 1 1 1 12 ® 5 ~ 29 t - \ I © 22 t5 ~ ' , 181 '`r ~ ~ , / ~ ' ~ ® ~ r r 51 , ~ 1 / ® 5 i ~ R 8 r lp 0 1 0 1 I® ~ ~ 0 1, I I~i ~ n ' co 23 t---- 4--- 12 (1 I 1 \ \ ICI r ® , ® / t t a N ® ~ r r r a / ~ m I' ~ 0 I 2 1 \ ~ 2 1 > ~ ~ 0 .ter'" 1 \ 12 ~ ®i I p I 2s1 r r ! 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A ,r 1 O ,E B .1 , ,9 0 0 E ` + .ice 1 ~ 2 \ \ , I 19 ® 13 ~ ~ \ ' r / ' L I 0 1 1 ~ ~ 3 3 ~ 4 I 1 ~ 8 \ ~ W a ,r , 4 c ® ~ it , ® , r o~ ~ \ , / ~ / / / ~ Q s ~ _ D ° ` ~ i IJ ~T I DQI-I'Nff: R'~~ / ~ I ` . 24 / , I I , 48 r \ I ~ 3 \ ~ rr 1 a ~ tT, / 2 ~ ~ ~ / r 1 1 42 ' ~ ~ t ' t , Si 1 /0 IIl 41 , 0 , 4] i t I 1S/ , a 1 , 38 3 \ tT ~ I i _ 1 , 3 1 , o I 48 \ \ \ / n \ 1 I I 36 ' 0 t3 21~ ! r 0 / ' i 1T 4 / I " Z ° \ © ~ .,0 291 ~ / 1 ~ v, ~,O 16 ' iT r / , r ~ ~ \ r' ,ah . \ \ y, ® 9 1 I 1 ' . 1 , I \ , f m \ 5 I6 / ~ 1 ro \ I I Z , ~ ~ 6T 88 8S 1 i 11 t \ ~i;~~ ~ , , , 89 0 I 83 4T ~ V ~ ® ` Z Z , ; /r 0 3 ~ ~ v„~ To0 8 0 0 / l v / ~ 18 . 16 / 1 , ® © ® 1 ° I 3 0 s aE , I , , \ \ \ ® i 1 T ! I 1 0, r Q \ _ I D ~ ~ / t \ \ ® \ \ 9 \ % ra / I ® r r ° I ' / / ~ 13 1 1 ~ ~ 11 rfT \ ® , , OWNER . ~ \ , ti n i ll ' ~ © \ \ I O ~ m ~ II I O \ L \ , 4e ~ ~ rr 1 tq / ~ ! r W 16 ~ ' 1 H ~ , 2t a 80 0 , - ® 1 / ~ a ; y ~ TILLETT DEVELOPMENT CO., INC. c n y 10, 1 ~ r I I N , 83 / / 1 \ ~ 14 ~ I ~ 4 18 ~ 0 1 6 0 \ \ r 6729 FALLS OF THE NEUSE ROAD o + ~ I,, ~ 0 111 \ \ , \ ~ L` O . \ ~ ~ i 1~ ,5 _ \ . r ~ ,"fi RALEIGH N.C.27604 N C I \ _ q SO ~ ~ ~ a Q. I "a T9 ' & 0 1 v `v ~ ' 76- 857 ~ PHONE .919-6 1 t!1 W I. 0 ~ .I 9. 0 99 ~ \ 1 ~ , \ T8 . \ / ~ - 15 ~ ~ CONTACT :TOM BEEBE S °z w ' 1 1 o t \ 1 I , \0 \ / / 1 ' © i r ~ / ) / / ~ r r r / / M m Q ° N ~ i \ 1 1 T8 ' _ t T 0 89 \ ; 59 s2 N s0' NEU 9fIYER 1 a/ 144 151 a a 1 ~ T 1 1 0 ~ RIPAR BUFFER , 1 1 0 ~ 0 / 0 ~ C I 41 15 / l r r I l~ V! © r ENGINEER : p ° ~ ' ~ + 1 s9 / ~ ~ ' ~ ' , ~ r L ~ I ~ 88 ' S8 ~ 0 'S r ~ I ° I n O O / 1 f4 N 88 50 39 W 389.67 w / 1'L ~ ~t \ r r r BASS, NIOXON, AND KENNEDY, INC I / s• 1 I sT ' I ~ N 1 ~ , . vv N sr S , to v 15 / 1 f ® , , ~ r , , 7416 CHAPEL HILL ROAD ° ~ I \ I 1 Q Q ~ ; \ 56,E 88 ~ , se s4 I \ ~ , , , r r , o , , ; r , e RALEIGH, N.C. 27507 a I f ©4 t 1 m I , kr i 89 ~ ` , I \ \ 4 ~ , 1s r / / rr ~ r ° , 1 1 0 10 \ + q \ ' 90 ~ I I I I \\V~~i TELEPHONE :919-851-4422 ` ~ 91 I ~ i 8s i)?ytidt,':11~t~' + ! r \ \ / ~ \ S7 ~ I 0 t 14 I 6 1 0 1 \ 11 , ti ~ r CONTACT :BOBBIE BELL r\ \14 16 1 v ~ r r V ~ \ ~ I 1 ~ / r - I \ S, 1 / ~gy ~ i \ \ / I L25 r a r + is 1 / / ! 4 Now r Formerly 93 ; Q \ \ ` / Ai ice V'rginia Soule -f " ; \7 / ~ ~ \ L30 ~ i ~ ~ 0 / ~ \ % / / ' f ~ Limit of 100 ear flood plain 0 \ OB 4151/81 Hs ~ +o ~ v \ ` BM 986/1710 ~°s 96 ' ~ ~f v a rr u ~ ~ ~ 96 ~ v ~ 1.0 `V A A 0 ~ of 1 ~4 O r a 1 1 ~ \ kr , , \ \ 1 I . ~ r , 1 I ~ i I~,3 ~ ~ k a \ 9T ~ q ~ I ! 1 ~r I ~ ~ ~ ~ ! ~i N r r r r ' , q r, k C J L 99 . , I ( 1 1 $ 0~ t + I I 1 1 P, / a r F 0 ~ r r /ry r C V SUMMARY - o r ! o N p , 0, 1 r / , ~Y \ , ° ~ \ l 1 JI ° ~ t •1 , I l i ~ tot ~ ~ I , 1 11 i rr ti r ,f ! Z I r r 1 58. 5' y r ' r Y Now or Former) ~ y s \ ~ ~ . , ; ~ ~ ~ PROPERTY TAX NOS. z r , - CONDITIONS APPLICABLE TO R-5 CUD Sanford Ba i I ey r , a See Ref. 11) 2g \ \ I1 ° APARTMENTS SHALL BE PROIBITED. Lot 2-A-1 ~ 11111 ° Y ALL NOT EXCEED 390 UNITS. ~ ~ r'r ' ~ ~ FRANKLIN COUNTY: 1842-63-1290-5028 i I / / ~ r ~ 1 1 ' r / `'h • r I Obi 1. RESIDENTIAL DENSIT SH n ~ L27 H \ \ T ! I o V ~ se, ~ I 1 r "•~0tih a ~ WAKE COUNTY: 1842.04-52-2184 W - NG ACRES ROAD, UNLESS SPECIFICALLY REQUIRED BY ~ ~e o?, `\`\I ~,-l~ 2. THERE SHALL BE NO STREET CONNECTION TO ROLLI L-l~r ~ ~ a°'~° rr ~ ' Y -~y??~- ~ A ti Ot~ 1 ~ Q 3 g9ti ~ ~ A ~ THE RELEVANT GOVERMENTAL BODIES. A SUBDIVISION PLAN SHALL BE SUBMITTED TO THE TOWN OF s w ,1-- alw~ v, TOTAL AREA I N SITE 120.10 ACRES " ' / \F o~,o , ' ~ R LLING ACRES ROAD. INSTEAD, THE ~ ~ ~ i , ~ ° WAKE FOREST WHICH SHOWS NO STREET CONNECTION TO 0 or` r ~ ~ ' , P\ ~ ~ TOTAL NUMBER OF LOTS 370 FAMILY LOTS WITH REAR LOT LINES ORIENTED TOWARDS ROLLING N r ~ / ' N SUBDIUISION PLAN SHALL SHOW SINGLE se° ~ ~ oJ~~) 1~ Dy, I ~ 9~ ~ f ,x r ~ rr 6j° 0Q(I f I r r N ACRES SUBDIVISION. THE LOTS SHALL CONFORM WITH THE REQUIREMENTS OF CONDITION 5 BELOW. Now or Formerly '•90~.~ 3h~1,'~ r•r ~ ~ ~ R-5 ZONING LOTS 244 W z'~-.r t r - ~ Y, A SIX (6) FOOT BERM WILL BE CONSTRUCTED WITHIN Donold Soule / z 1~~ 3. UPON DEVELOPMENT OF THE SUBJECT PROPERT o ' R-10 ZONING LOTS. 126 LL ROLLING ACRES SUBDIVISION. TREES SHALL BE ~ See Ref. 1) 1'' A 50 FOOT WIDE BUFFER IMMEDIATELY ADJACENT TO „ _ „ 1~+1 !fir W I~r ~ THE NORTH SIDE OF THE BERM. TREES SHALL BE PLANTED EVERY 20 Lot -A I i PLANTED ON OR ADJACENT TO MIN. LOT SIZE a T ,FROM THE WESTERN BOUNDARY OF LOT ! - LINEAR FEET ON AVERAGE FOR THE ENTIRE LENGTH OF THE BERM + 1'1' N 64 OF THE ROLLING ACRES SUBDIVISION TO THE EASTERN BOUNDARY OF LOT 54. THE TREES SHALL BE ` M i I r rr Now or F ormer I y $ A COMBINATION OF WILLOW OAKS, MAPLES, PONDEROSA PINES AND OTHER SIMILAR EVERGREENS, a I X Mi I I creek Associates, inc. R-5 ZONING 5 ~ 000 S. F . DB 1968/523 ~ TREES SHALL BE PLANTED TWE FIRST FALL AFTER DEVELOPMENT OF TWE LOTS IMMEDIATELY ADJACEN "Tract 5" R-1 N NG 10 ~ 000 S • F • z 0 ZO I I~ ROLLING ACRES. 3 -,1 0L{OFF5ITE LINEAR FEET OF PROPOSED STREETS 16900 LF ° T N 3 ABOVE SHALL BE ~ \ T 4. NO EXISTING TREES LOCATED WITHIN THE BUFFER DESCRIBED IN CONDI IO nlcrnRRFn Fxr.FPr in iNSTALL THE SIX (6) FOOT BERM DESCRIBED IN CONDITIONS 3 ABOVE, ~ ~ 11 Y 5. LOTS IMMEDIATELY ADJACENT TO ROLLING ACRES SUBDIVISION SHALL BE A MINIMUM OF 10,000 SQUARE FEET. ALL HOMES BUILT ON THESE LOTS SHALL BE SINGLE FAMILY, DATACHED DWELLINGS p , x CONTAINING A MINIMUM OF 1500 SQUARE FEET OF HEATED LIVING AREA, SCALE N FEET W LL z w r 0 0 0 100 200 400 600 800 m 1 inch = 200 ft. 0 0 N © R:\2001JOBS\01302000\1302C1_1,DGN I NCGS Grid Monument "Power" N=833571.6923 (In Feet? Y E=2149638.2071 C 0 x z ~ ~ ~ 1ti ~a m o m ~i ~i ~ 0 ~ ~ ;..w_ ^ Rolling Acres Subdivision _ < Section "D" o 1 ~ ~ Plat ~ _ ~ Plat File 1/Slide 95 ~ Now or Former I y , ` N w o r, t l - - ` ` .fJ$~~Q ~rAfi. 0, I• G~. i ~l ' vv \ oinAR rr r ( ( Ber ha M. No den 6 2 I ~ o OB 600/44 ' 62 ( , _ r ~ , i ~l ~ ,a ~ ~ i ` / i , i ' ~ J, L ~ ~ p i ' i• V `y N W'or' F r~ar.l f ~Zqn, mg ~ R .0 ~ , r r P , Y ~ ~ i ~ , rJ r ~ ~ ( ~ r r n ~ r , , ~ ~ LP ~ ~ ~ j ~ d ~ I , ~ ~ , ~ ~ ~ ` ~ 1. ~ Now or Formerly r r a ~ ' ~ 1 ) ~ ~ ) ~ a8 ,X05~~/~6Y~~, ~ '1 ~ i ~ ' ; atone Monument' + ~ , > ~ I r Z John C. Conyers. Jr. r r ~ aa Z ~ i A ' - DB 928/24 r i c _ _ - , ~ ~ ~ ~ ~ I Tract I r ( n - ~ 4 ~ , v Zon i'ng:~ ( r a oc Oyu- y ` v,' ~ ` , ~ ~ ~ ~ , ~ a z 1~ / 4 ~ ~ ~ r 87°36'3T" E 31 N PK Nai I set; at tie o~oximote C/1=~.1 aeotiobf i ~ ~ 578 99 C ~ ~ ~ / a _ ~ ~ ~ ~ ~ ~ ~ ; - . . ~ / ~ o ) ~r~ ' f ~ 8.7b ~ 9.73' ~ of US Highday 7 and WaI Rood 1SR 1135y,, i~ ~ _ ~ ~ ~ ~ . ~ i i ~ S 78^ r r Now or Formerly Q ~ r 1 Q ~s 3Z,1gp~, ~ ~ , ' ~ ~r r Lucy M I tche I I DePorter ~r Z ~ Q ~ ~ ~ 1 r, I t Idr ~ ~ BM 1998/327 ~ z ~ ~ _ ~ ,i : J I~d~~,road Business Center ~ ~ , t , , , ~ , , i ~ ~ 1 1 r r 6 4 ~ i""anted st ~ ' 1 ~ ~ ; , Z n i ng: AR r 9 ~ 3 j ~ one I ~ ~ ~ , s ~ a ~ L ~ DrvERSta+l ~ ~ ~ ~ ~ - i ~ ~ ~ ~ + 1994/249 urm) , 1 ~ ~ ~ ~ - a ~ v ~ . ~ 6. ~ 1 ; , ~ ~ Q C 03 W E _ . , y. ti . ~ ' ti . . . I ,1 1 , ~ ,~on,,ng. HB ~ I ~ ~ ~ ~ 1 s , , ~ ,`ti„ ~ , ~ i ~ ;i; . ~ n f c ~ • ~ I ~ , r~ V ~ ~ i ~ 1 `~.1 I s ~ A r X 1 1 ~ , ,rr ~8 ~ l; ~ ti i,l ~'j VmZN i i ~ ~ _ 1 t ~ ~ ~ a a ~ l ~ i • W ~ ' r ~ 44 ? - ~ r l i ~ ' ~ r . - ~ o ~ _ i-. 1 i Iii ~ i , V li ~ ~ - ~ ' ! i E i ' 1 ~ ~ ~ \ 1 , ' , ~ ' - ~~8'` -298. g8 ~ / t ~ ~ I ~ ~ ~ I ~ 0 an ~ m ~ OBE ~ ~ I ~ ~ 1~ A ( ' ~ A 1 a ~ i .r ' ~ 1, (i l ;~„i, I'ii I` IL j , i//. ` .O! Of 1 ~ - - ~ ~ J ~ r , ) ~ i. ' ~ ~ ~ W 0~ ~ ~ ,r ~J 1 \ l~ ~ • ~ , ill (Il ~~~i ~i'~ r",~ i~/ Z - , fi~~~q~, I ~ , . ~ , ; ~ ~ ~ , . W ~ ~ w • ~7( ~ ~ ~ ~ - ~ V'.A.! VA ,DISC ~MP I ~ ~ i r: ~ ~ ~ ~ ~ ~ i i ~ ~ ' ~ ~ r 3 i~, ~ i;,' ~ ~ 'i W a ~ ; "...,-y~ ~ it ,'E I' , I ~<<i ~t, ~ ll~l, l ~ r 2Z 9( ~ ; J 77 . 7 9 \ ~ I A ` dl ~A`. ~ ~ ~ _ I i ~ 3 . Y' ~ \ i \1 L i o I I ; ' ~ I , ~ ~ ~ trill ~ ~ e U2! ~W / .p . ~ , . . ~ ~ ) i / ~ h 4 a 2~1,~ ,03~ _ - - ~ ~ , ti.~il~l~Ir,. ,r, ri''~/•.~,~, E ~~Qo ' - j _ so i , ; a ~ - ~ / ~ ~ 1 ~ - ~ i i' / .,.-..w - : i 1 ' , ~ 1, :i ~ / , / , 'h ~ ~ Q ~ r ~ i ? r' :l'/i/ ~~~~1ii l~ /l ~ 0 1 I r z A ~ ~ j ~ - ~ ' ? ~ 1~ . t !r y is 'i / 1' ~ ~ ~ ~ j , 1 , : ~ ~ ' , ~ 'i, . 00 -111 , sv i , or J~ ~ ~ , ~ i . 01 p1 i ~ , , i ~ ~ I ~ ~ 1 + ~ ~ ~ ~ . ~ ~ I Al ~ t - t ~ 1 ~ l,rr 1 ~Z~: ~ i J , j ~ ' i ~ , ~ ~ ; s~~ urn T ~ ~ i ~1 ~ p ° ~ W r ~mi f,~r r l „t~ i, Ai 1~~~ ~ ~W W 1. , ~ A 't r~ ti i ~ ~ v. - ~ 1 r, ~ \ ~ r, 1 r~ _ IIt V~ Z Z ~ ~I ~ ~ )Fy0) R 1DN ~ i h\iV i~ A ~ 'D 1' - { 1 \ ~ ~ ~ \ } i i ,,,,fir, / ~ ',.2 '~f _,S ~ V Q m i f i 1~` 3 - r-1~J ~ t ~ r~f~I ~ i, '~~5 M d'WOW - ~o ~ / m Ir p ~1 ~ ~ ~ ~ ~I t ~ ~ ~ ~ ~ ~ 4 1 'S i~. ~ ~ ~ r ~ , 0 ~ 1 ~rj. ' , ~ , ~ , `rA , ~ eve o1v~RSrta . ~ ~ ~ ~ I ' ' ' ~ ~ 1 RISER BASIN 9 SEDIMENT BASIN ~ ' t .DITCH IT1'~) "i f I r - - r ~ ~ ~ ~ I ( / , ~ ,t I, I ~ D,A, - 28 AC. DJI. - 0.8 AC. i, ~ ~ 0 _ - ~ E r . ~ - ! ~ \ ~ D + ~ r + i ~ i I i I ` ~ ~ ' ~ DENUDED AREA = 28 AC. _ j ~ , ~ i ; ; DENUDED AREA 0.8 AC. ~ ~ _ / \ \ f ~ ~ i, ~s? ~ ~ r` , I i i ~ ~ - - r , , ~ ' I 1 j ~ l VOLUME REQUIRED - 50,400 CF VOLUME REQUIRED - 1,44D CF . ~ ~1 _ ;,,J. _ r ~ ~ V ~ ~ _i _ s 25 X 50 X 6' DEEP i C' ~ ~ ~ \ + CRAYEI CDNST. i ~ i ~ ~ _ , ' ~ ; ~ . > r~" r-~~ i ~ ~ ~ ~ / - VOLUME PROVIDED = 50,400 CF VOLUME PROVIDED = 1,575 CF J" ~ I ~ % SIZE: B' DEEP X BO' X 150' + SIZE: 4` DEEP X 15' X 35' + ENTRANCE ~ ~ ~ r ~ I ' _ ~ p ~ ~ - ~ ~ • m ~ ~ ~ - - f i ~I Q) c tTrPl 1\ ~ 1 ,r aae' . . - _ - u ~ - - 1 is ~ i r r / / i ~ - - WEIR WIDTH = 20 FT WEIR WIDTH = 10 FT ` F _ ~ - / - / w~~; f t ~ I : ~ j'' OR EOUIVALENT AREA r r i , I ~ ~ 1 C~ r ' ~ ° ri, , ~ f ~ ~ - ( ~ ~y,'~ ~ J 1 10 SEDIMENT BASIN ' e - ~ ( ~ ~ 2 SEDIMENT BASIN D.A. = 4,8 AC. q ~ ~ , ~ ~ , , 1 k m ~ ~ 1 a ~ ~ ~ ~ _ ~ ~ v v` v _ 1 _ ' " r i r i I - ! i ~ ~ - r ~ i ~ D.A. = 5.0 AC. DEN DED AREA = 4. AC. - f r ~ , Now or Formerly U 8 0 ~ _ \ r o a ~ ~ ~ ' f 1 ~ ! : - ~ ~ DENUDED AREA = 4.8 AC. VOLUME REQUIRED = 8640 CF ~ ~ , ~ l , Larry D. Se i be I - , . , _.j _ ~ \ ~ ~ ' , ' ; ~ , \ , DB 827/ VOLUME REQUIRED - 8,640 CF VOLUME PROVIDED = 8,640 CF to ,_,.a~ ~ ~ i r 265 VOLUME PROVIDED = 9600 ~ Z y r i I ~ ~T~~ V A\ t~~~ 3 ~ i- t ~ 1 ~ . ,t ~ ,A ' : ~ ; ~ ~ . , ~ ~ ~ SIZE, 4 DEEP X 40' X 72 ~ ~ r i ~ Zoning: AR SIZE: 4` DEEP X 40' X 80'+ - Z ~ ~ ; r r ! ! I _ WEIR WIDTH - 10 FT C N ~ 1 ~ ~ J 1 ~ ter. ' Y ~ ~ ~ r ' • _ ~ _ m ~ ~ I ~ ~ r 1 1s' ' i. C ~ . ' ,1 a I 1 I f 1 1 ~ i , ~ r, ~ ; , ~ ~ ( ~ ~ i WEIR WIDTH = 10 FT ~ r r, ;.1 ~ ~ ~ ~~i • _ ..i~ ~ . ~ ~ \ r ! ,.=w~~ FOR EQUIVALENT AREA) 11 SEDIMENT BASIN a ~ f ~ ~ .f~ ; j~, ~ D,A = 6.0 AC. ~ ~ ~ ~ ~ ~ I ~ - ~ ~ i' I ~ r e ~ ~ ~ t 1 i 1 ~ - r~, - ,f , ~ , , _ ~ ~ ; ~ ~ ti ~~p~' 3 SEDIMENT BASIN DENUDED AREA 5.0 AC. W r i ~ ~I I ~ ~ 1 1 i I _ ~ ~ r'~ ~ _ , "0 / ? ' ` ' ~ y _ _ D.A. = 2.4 AC. VOLUME REQUIRED = 9,000 CF p i ~ ~ ~ , . ~ ~ ~ 1 , I~ ~ ~ ;r ~ 1 1 ut t' ` r DENUDED AREA = 2.4 AC. VOLUME PROVIDED - 9,120 CF ~ i ~ 1 ~ - SIZE. 4' DEEP X 40' X 16` ± I ( VOLUME REQUIRED = 4,320 CF ~ P' - , ~ \ ~1 ~ ~ i I i ~ _ ' . ~ ' ~ r ' VOLUME PROVIDED = 4,500 CF WEIR WIDTH = 10 FT ~ / ~ ~ a ~ ; ~ SIZE: 4' DEEP X 25' X 60'# Q ~ ,I 1 ~i ~ ~ ~ A , .,W ~r~ i ~ ~ ~ ~ 1 Y ~ ~ ~ ~ ~ i ~ , , ~ i r' y ~ , ~ a j' _ 12 RISER BASIN p - ~ ' ,!,_~l , WEIR WIDTH - 10 Fi _ DJ1. - 18.2 AC. ' ` ~ ; p DENUDED AREA 18.0 AC. 4 SEDIMENT BASIN p O ~ ; ~ - / ' v ti ,y ~ ~ ~ , ~ ~ VOLUME REQUIRED = 32,400 CF Z D.A. = 5.0 AC. ~ I ~ I zs' x so' x s" DEEP _ ~ ; ~ ' ~ ~ r'~ ~ ' DENUDED AREA = 5. VOLUME PROVIDED = 32,400 CF i , ~ ~ m ENTRANCE ~ O ~ 1 V ~ ~ ( r I ~ ~ 0 A . SIZE: B'DEEP X 50'X 108'± } r VOLUME REQUIRED = 9,000 CF m J l ' y .1 ' ~ ' WEIR WIDTH = 10 FT m a ' i . 1 ~ l ~ - , i , ~ ~ _ , 1,~ , Dd . ' i ~ i i r , ;~r - _ ~,,r' ~ ~ LUME PR VIDED = 8,450 CF p Z ~ a~ ~ r-' - ~ ~ SIZE:4'DEEP X 35'X 90'# ~ 3 ~ ~ - I D1TCH ) ~ K~r ~ ~ ~ 3'p ~ ~I ~ , I ii ~ r~ V A\ ~ i ~ `r- ' ' 13 SEDIMENT BASIN ~ . - . ~ , ~ ~ r WEIR WIDTH = 10 FT ~ i i i ~V A ~ ~ I I ~ i , G (OR EQUIVALENT AREAi p ~ i J.: ~,'„>w;, DENUDED AREA = 3.2 AC. ',A r ~1~ t k`~~'` ~ " / , 5 SEDIMENT BASIN VOLUME REQUIRED = 5,760 CF , , 1 ~ f I,~', ~ ~ t~ ~ ' ~ L ,i ~ ~ ~ ~"1 ~ syn. i; " f ,A A i i . I J ~ ~ r _ I ; ~ ' ~ - ~ ' ~ ' ~ ~ ~ D.A. = VOLUME PROVIDED - 6,030 CF ~ i r ~ _ , 1.0 AC, / ' # I n ~ ' ~ ~ ~ a/ ' v v' ~ ~ 4~' I I \ ~ ~ ~ ~ ' ! - SIZE: 4' DEEP X 30' X 67`+ ~ V ` , - DENUDED AREA - 1.0 AC. q - 0 ~ n ~ I ~ A _ I ; ~ ; . , ~ ~ ~ i ~ ~ .~ti ` ~ VOLUME REQUIRED = 1,800 SF WEIR WIDTH = 10 FT ~ h i ~ ~ ~ ~ ~ ?%i ~ ~ ; VOLUME PROVIDED = 1,800 SF p W c i ~ 1 i + p i ~ ~ ,,~i11 ~ ~ ,I i ,t' i 11~ , ~ ~ ~ ~ ~ ~ ( ; r~ ~ ' ~ /~i''_ - SI + 3 SEDIMENT BASIN N i ~ , ZE: 4 DEEP X 15'X 40'_ ' ~ , ; , , ; ,yv D.A. = 1.6 AC. i c ~ ~ ~ 1 i ~ \ } _ TE YER ON L ~ / ~ i 1.~; ~ ' ~ ~ ~ - WEIR WIDTH = 10 FT ! ~ ' 1 ~ ~ DENUDED AREA = 1.6 AC. II i/ ` i r ~ ~ R.. L ~ ~ O ~ i ~ ~ . t 1 t' \ ' _ ~ .i '.i ~ r ~ ,•P 1Q ~ I ~ TENP YEA51 ~ ( r r : , i : i` , _ VOLUME REQUIRED - 2 0 CF V+ e 'f, -7'l~ ~ %rr ~ s' ~ 6 SEDIMENT BASIN ~ C r DIT i ~ - - , ~ , a ,.W;~ ' 8°SR 89.67 ~ I ti _ , _ 7. t _ - ~ ° '!r , r r ' D.A.= 2,8 AC. VOLUME PROVIDED = 3,000 CF o 0 O , 1V, ~ < 'i a i i ~ p • \ V.~~. , ~ . i i ; r ~ ~ ' ~ I r ~ r r ; ~ r ~ _ SIZE: 4' DEEP X 20' X 50'+ ° Z ui t ; . r r : , ~ DENUDED AREA - 2.4 AC. - N ~ ~ _ _ ~ - 1 \ ~ .i~ ~ ) ~ v ~ r ' ~ ri ~ ~ d ~ I r ~ ; ` r~ r ~ / " ~ VOLUME REQUIRED = 4,320 CF WEIR WIDTH = 10 FT M m W Q ' ~ ~ VOLUME PROVIDED - 4,500 CF ' ~ , ~ ~ i JJ~ ~'v ~6 1 ~ ~ t I . . ~ - ~ • - ilk' r ` ( . I r 1 ~ i ~ , r ~ r ~ SIZE: 4' DEEP X + 14 SEDIMENT BASIN i i 7 / ~ ~ • i i 1 ~ ~ ~ ~l ~ ~ ~ ~ ~ ~ ~ ~ , r ~ 25 X BO'- D.A. = 3,2 AC. ,%r _ r~ ~ u , ` ~ I i i WEIR WIDTH = 10 FT 1 ~ i ~ ' ( i ~ ' , r ~ ~ I r r , ~ DENUDED AREA - 3.2 AC. r;r ~ ' ~ ~ ~ ( ~ ~ ~ ' ~ ~ ~ 1 SEDIMENT VOLUME REQUIRED = 5,760 CF , ~ ~ r BASIN ~ ~ / r '%r , ` ~ 1 ~ ~ ~ ~ ~ ! ~ ~ _ VOLUME PROVIDED = 8,650 CF 0 ~ ~ ~ I \ ~ / .I i)i; ~i . - v ' F r 1. ~ ~ ; ' ; ~ ~ ~ ~ 'r-,., i ~ I x,'25 ;-r: ~ D.A. - 5.0 AC. + . ~ -'i ~ 1 ~ r DENUDED AREA = 5.0 AC. SIZE: 4'DEEP X 30'X 65'_ q ~ ~ I . ~ ! ~ ~ • v, 9 ' ~ r ~I~,1~ee,V'r Irwd~,Soule` ~ /f! i i ' ~ ' ' % ~ ~ ~ ` ' ~ r ~ VOLUME REQUIR - WEIR WIDTH = 10 FT ? ~ ~ ~ ti ~ t r' , { ED - 9,000 CF ~ `,DQ~ 41~~1/8'1~'~ , ~ ~ VOLUME PROVIDED = 9A50 G ~aQ. ( ( Limit of 1':,OQ y r' ~lood~ploin 15 SEDIMENT BASIN oe ,~M 9$6/1796 s , . _ ~ ~ ~ ~ ~ i t' ~ ~ "1'~ 0 ? ' v ; ( ~ ~ _ SIZE. 4 DEEP X 85X80 _ Q ~ ~ ~ i ~ , ; WEIR WIDTH - 10 FT DENUDED AREA = 4.5 AC. i 5 ~ ~ ' ~ ~ ~ ~ ~t ` v~.~ ~ ~ v~ . , _ ~ 1 ~ ~ i, , fir" 1 ' Y _ I` r r Ib ~ ( ~ ~ r r . r , ' ; ~ 8 SEDIMENT BASIN VOLUME REQUIRED = 8,100 CF > ~ q a ~ ~ ' 1 C VOLUME PROVIDED = 8,190 CF p n , o ~ v ~ s_ L I ~ 1 I • r r , ti r Q ` D.A. = 0.3 AC. ~ + r ! ; r V SIZE: 4' DEEP X 35X78' _ Z ( ! ~ ~ i" ~ : ~ , : ~ ~ ~ DENUDED AREA = 0.3 AC. \ ~ i ~ , r.(.-_ _ ( J r WEIR WIDTH = 10 FT rr ~ / r ~ VOLUME REQUIRED = 540 CF r r O' I ~ „ y ~ VOLUME PROVIDED = ' ' 16 SEDIMENT BASIN o ~ ~ ~ , ~ glow-,~or' ~Former I y _ ~ , ~ 14 1 , l r , v D ~ ~ ~ 1 Sanford 9011ey _ lcf _ _ • ~ ~ ~ rr 1 5~ ~ ~ ~ ~ ~ SIZE. 4 DEEP X 10 X 20 + r ( ~ ~ ~ ~ 1 ~ ~ ~ W - - D.A. = 3.0 AC. Z EIR WIDTH - 10 FT ~ - o ~ _ -See Ref-, 1)- ?e ~ . , ~ ~ y 1 ~ _ ~ ~ _ _ _ ~ v ~ . ~ii TEN2 DIVERS[ ~ - ~ r ' ~"r DENUDED AREA = 2.2 AC. ITCH PTYP Y ~ D ~ n i ~Kp _ l i~~ r ~ ~ ' ' ~ ~ - VOLUME REQUIRED = 3 960 CF 'J J l ~'h~ T ~ ~ ~ ~ r v ~ ~ , ~ 'y. , . - . _ ~ l'2'T , y 1 ~ ~ _ ~ , r 0 a ~ , 1 r 1, _ , se. v I~ I ~ 1 ti . i r ~ _ - s ~ _ a , r 0 h ~ ~ ~ ~ ~ ' VOLUME PROVIDED = 4,125 CF Z • ~ ' ' I r ' ~ _ SIZE: 4' DEEP X 25` X 55`± 3 \ _ ~ ~ v y v~v L Y ti e I - '~,S o ~ _ _ . ~ ~ - y ~ ; -~5~ \ 1 h 1 G, r'~ ti° te~~; ~ r ~ ; f~: ~ ~ ~ - WEIR WIDTH = 10 FT Z ~ ~ ( ; r • ~ ~ I v, ,1 ~ f a , , ~ , l , ~~~4' r~o ! ~ <<. ~ r ~ u. J ~ . ~ ' . ; , ~ ~ ~ nor - I ~ y , . 3h~ ~`o - ~ ,..r , ~ ~ - r-,_ i , 1 t ~ ~~~~ea~nryA o1i o , , ~ . . . ~ . . ~ l ~ ~ i • , ,18 09.1 6 ''i 1 , ( y I 0 Ro ~i W ° ~ ~ Now orFormerly ~ ~~9o?~ti~ ~ ~yy~~ l i ~ ~ _ ~OonoldSo~l®; w , ~ , r ~ 1 ' Q ~ r . _ ~ „ ) ~ ~ ,Lot~2=A-2 r SERI I. ; r ~ ~I - 14023 m t 1 ~ ~ _ ~ ~ o:~ r Now c _ _ vFi Now or F rmerf y ~ ~ F Q ~ m ~ M i I I Creek. Mi I I Creek,As. iat9S~ lac. yrp NCINE.~ oc L ~ ~ ~l ~ ~ , ' ~ , ~ i D6 79 9!5.2'3 , ~ ~ _ R. 6 , 1 N ~ I ~ l y ~ i1,, a V \ ~ ~ ~ _,_---v n a axi ~ { 1 ~ ~ ~ v t i ,f i I \ ~ ~ aL e ti ` ~ ~k r o ~,rf ~ ~ 4 ~ ~ ! i' ~ , ~ r,.~'` ~ ~ _ J { o~ ) , /j ~5 ~r~ G i _ T ~ ~ ~ 'h 'il ~ I l ~ • ~ Z ~ - °y`, ~ _ o f t _ H Y C 0 DO NOT USE FOR CONSTRUCTION Z r f, 0 SCALE IN FEET W • W CO p p . N 1 0 100 200 400 600 800 R:/2001J08S/01302000/1302C4.0 VICINITY MAP GENERAL NOTES: WETLANDS AREA DATA; b ~ NTS m is as waters of the U.S., or Area "BK" 5,904 sf or 0.14 ac Area "BC" 19,349 sf or 0.44 ac a o 1 Grid Tie based on NCGS Grid Monument "Power," with grid coordinates I, Bradley L. Hunter, NCPLS, do hereby certify that this map was prepared Thls certifies that this copy of this plat identifies as waters of e lated ur- a ~ Ing wetlands, r gu p Area "BL" 793 of or 0.01 ac Area "BD" 2,896 of or 0.07 ac as shown hereon NAD 83, and a combined scale factor of .9999xxxx. under my supervision, and accurately depicts the locations of Section 404 wetlands, all areas of waters of the U.S., including wetlands, re. SR 1147 ' Jurisdictional Areas as delineated by Enviromentol Services, Inc. of Raleigh, auant to Section 404 of the Clean Water Act as de erm ned y s determined by the under- " " " " ~ ~ 2) The Wetlands Delineation Exhibit shown hereon does not meet all of North Carolina. signed on this date. Unless there la o change in the law, or ou the requirements of GS 47-30, as amended, and is NOT FOR 1111111 regulations, this determination of Section 404 Jurisdiction may k 1 the law, or our published Areo WL 954 sf or 0.02 ac Area CE 5,193 sf or 0.12 ac ~ ~ trladictlon may be relied up- Area "BH" 352 sf or 0.01 ac Area "BE" 24,547 of or 0.56 ac RECORDATION. ~~d~~U1111 ffffllll~j// on for a period not to exceed flue years from this date. This d \\Op •(~t ~0 qi~G woe made utilizing the 1987 Corps of Engineers Wetlands Deline :his date. Phis determination " " " " Z ~ ~ 3) All distances are horizontal ground. ~ / i~ Wetlands Delineation manuoi. Area BJ 6,484 sf or 0.15 ac Arao BG 2,147 sf or 0.05 ac ~ cy ~ q~k SS W uN 4) Ail areas computed using coordinates from measured field data. _ ~ OFD l0 Area "BM" 1,475 of or 0.03 ac Area "BF" 6,297 of or 0.14 ac ~ U qkF ~0 1 ~ _ Q~ " 65 of or D.05 ac Area "CH" 59 611 of or 1.37 ac ~ ~ ~ ~ Area BI 2,2 , " M " " O ~o ~ N = SEAL ' ~ ~ REFERENCES: Bradley L. Hunter NCPLS L-3565 ~ L-3565 ~ ~ a Area BA 5,476 of or 0.13 ac Area CI 27,098 of or 0.62 ac p z l i ~ ~ y O Area "BB" 6,479 of or 0.19 oc ~ o ~ ~ cWn 1 Unrecorded let entitled "Survey for Sanford Bailey," lost revised October 9 SITE ) p ~,0 SU , ry ~ October 3, 1998, prepared by W. Graham Cawthome, Jr., NCPLS L-2923, ~ ~ 1 ~ ~ " ~ ~ W ~ ~4 ~ S Job No. 95-4352. 79~j/ f; LO`(~ Total Wetlands Area 179,320 sf or 4.12 ac ~ rn rn R , ~ //4Alfilllllliit11t11 Title 909 y ~ 0 2) Book of Maps 1982, Page 973, Wake County, North Carolina Registry of ~ A Deeds. mv~~ orn w 3) Aa shown hereon; Wake County, North Carolina Registry of Deeds. NCGS Grid Monument "Power" S 2 Zc7r~' 2c~c N a 2000 zn S 13 4) As shown hereon; Franklin County, North Carolina Registry of Deeds. N=833571.6923 Dat SR E=2149638.2071 U 193 (In Feet) 1 ,z, PK Noil set at the approximate ~ intersection U' of US Highway 1 and Wall Road (SR 1135} ~ z Rolling Acres Subdivision / ^ry Section "D" ~ 1 / ~ ^ NfF / ,~o Plat File 1/Slide 95 1 a _ WETLANDS LINE DATA WETLANDS LINE DATA WETLANDS LINE DATA o,°j~ USCOC of NC RSA ~7, Inc. Holden Farms, LP ~ l J ~ I ~ l i ~ U1 N/F / a LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH " ~ ~ " " L _ _ _ L {United States Cellular) DB 1057/567 ~ J ~ 6 I I ~ W1 N 40'42 44 E 24.94 Wt 13 S 34'09 30 W 22.10 W225 N 21'10 32 E 35.12 Bertha M. Holden / y~ ~ DB 1067/557 ~ ~ J r -_____I i W2 S 18'34'26" E 23.31' W114 S 01'41'29" W 21.85' W226 S 52'52'44" E 15.01' DB 600/44 ~ BM 1997 138 I i J I I ~ / • ~ W227 '4 " 14.71' / .N / W3 N 48 47 20 W 45.79 W1 i 5 S 02'19 34 W 12.69 S 08"19 0 E / ~ -I 1n J AI 5 I N F ~ W4 S 30'13'07" E 29.23' Wi16 S 10'20'29" E 34.51' W228 S 05'53'27" E 21.09' Tie • W117 " w 33.46' W229 S 02'20'46" E 17.36' / ~ N 68'10'04" W W5 S 113518 E 33.95 S 07 53 38 6 I / ~ a I I J I 1 _ ~ u, - _ John Clarence Conyers, Jr. W6 S 49'32'18" E 34.68' W118 S 25'24'39" W 21.77' W230 S 05'36'16" W 10.33' _ - - " ~ ~ ~ 88.72' ~ rn I - --i ~ Stone Monument ~ ( DB 928/24 ~ ~ W7 S 72'58'32" E 21.46' W119 N 83'02'02" E 46.83' W231 S 58'52'12" E 22.12' - _ J.~..~}- Li ~ L3 L4 I I r • I 5 Traat I ~ ~ ' " W232 N 83'46'20" W 17.28' / L5 L6 L7 S 87' " W8 N 86'0525 W 28.72 Wi20 S 16'2511 E 41.61 / r` 24 E g; 7 ~ E 578.98' " I 6 I J S 87 38 37 E I - _ _ / ~ N F • W121 29.06' W233 S 49'15'04" W 13.54' 2 N " Tie W9 N 19 45 46 E 27.29 S 54'15 25 E • ~ " ~ ~ " 1 / ~ AREA BK N 70'32'58" W 2 W10 S 1548 35 W 10.69 W122 S 44'10 22 E 23.74 W234 S 45'56 43 W 17.52 / ~ wt 4 48.87' T1e wag wa9a • s _ / 319. 1832 " ~ - ~ ~ 72 18 E ~ J ~ W11 N 63'09'22" W 47.42' W123 S 00'11'58" E 18.12' W235 S 48'27'41" W 15.25' / , ~ rn N 79'12'59" W AREA BH " r AREA BH 272,gi~ S 78. I, 5 f J Lucy Mitchell DaPorter 36 49" ~ a 3 / a t 34 130.78' 94 W12 N 74'33'05" W 34.58' W124 S 60'38'14" w 27.85' W236 S 61'44'20" W 9.53' ~ w2 f 3~ I / J BM 1998/327 8 p3 W13 W125 N '44'09" E 23.42' W237 S 54'23'16" W 11.12' / ~ w2t wze N 25"i528 W 44.63 89 0~/ !,8 I Planted Stone / J L9 f W14 W126 S 01'44'44" E 16.63' W238 N 14'37'25" E 8.11' Wall Road Business Center AREA "BL" ~9 wt2 ~ AREA "BJ N 5046 06 W 26.24 w ~ ~a S 78• L10 ~ f 44 29" ~ ' W127 0' W239 N 39'06'49" E 21.27' BM 1994/249 wtt W15 N 26'24 26 W 30.08 S 82 52 32 E 10 5 / rno W16 N 13'24'56" E 15.58' W128 N 89'44'32" E 35.33' W240 N 43'07'44" E 15.33' / Tie Tie ?I ~ E J ~ PARCEL LINE DATA 0.60 S~~ • , Wiz S 82'23'38" E 18.20' W129 N 84'24'50" E 20.38' W241 N 46'45'26" E 19.32' ~ N 28 35 23 W 2 N 21'13'52" W LINE BEARING LENGTH 83537" , " J 2g f , " " 862 ~ 52.85 W18 S 24'55 29 E 43.17 W130 N 18'44 23 E 32.39 W242 N 14'49 31 W 11.01 ~ 4 110.78' Li S 87'26 24" E 174.08 z 8,98' S 783 ' " W19 » W 4.44' W131 S 77'56'18" E 21.66' W243 N 27'00'28" W 15.77' 06° \ AREA "WL" N 67 30 08 2 ~ L2 S 87 49 41 E 231.39 0 ~ ~ 4 31 E W20 24.27' W132 S 18'05'44" E 30.86' W244 N 22'02'33" W 20.42' \ ~ o w w N 45'2158 W \ v Tie L3 S 87'41'10" E 206.24' t°• ~ / 42 .9 ' L4 S 87'43'37" E 157,04' J s 78' ~ " ~ z W21 N 39'07'41" E 22.10' W133 S 15'34'03" E 24.84' W245 N 13'50'08" E 20.77' X09 \ °p PARCEL CURVE DATA N 44'26'07" W • W134 1 W246 N 30'18'23" E 13.13' ~3j• \ \ ~ w49 211,62' W22 S 89 2419 E 27.00 S 34 30 24 E 9.86 CURVE RADIUS LENGTH CHORD DIRECTION , " N / 27 D3 E / o L5 S 87 43 55 E 84.18 N ~ ~ ?102' ~ , " 1 1 1 W247 1 \ ^ W W135 17'43 44 E 20.12 S 29'57 47 E 26.95 'i 7" W AREA "8M" 23 S 15'0516 E 28.21 S \ 2 Ct 3494.96 239.01 238.96 N 04 41 L6 S 86'02'44" E 142.39' S ~ TRACT 2 ~ ~ ~ , • • " W248 S 05'01'02" W 19.54' " W24 S 36`i215 E 19.83 Wi36 S 10'0503 W 22.33 \ \ C2 1551.66 277.82 277.45 N 11'4636 W AREA BI ' 5'50" E 250.71 J 5 L7 S 88 3 J ~ D ~1 W W25 N 86'37'42" E 21.18' W137 S 16'27'59" W 27.27' W249 S 57'51'49" W 5.12' \ C3 1551.66' 90.11' 90.10' N 18'34'11" W Tie ~ N /F L8 S 78'31'50" E 119.59' c 0• x 78'35'45" E 56.98' a r W26 S 48'35'47" E 32.98' W136 S 21'23'08" W 27.89' W250 S 31'21'01" W 23.16' C4 1450.00' 240.93' 240.65' N 24'59'37" W N 62'25'16" E w54 • ~ " W251 S 31'09'02" E 13.18' \ 353.66 Edei ft Develo ment Co. Inc. l9 S " ~ Eden Cro p ~ L10 S 7T17 26 E 45.55 ~ ~ ~ y~ W27 N 72 39 35 E 20.25 W139 S 53'0013 W 12.65 a w5~ ' Wi 40 " W 17.57' W252 S 37'52'02" E 21.92' ~ \ wee ~ e W28 S 13'15 41 E 34.42 S 46 26 35 DB 816/363 L1 t S 18'39'28" W 190.71' J / h W29 S 13'20'32" W 37.10' W141 S 44'46'18" W 22.93' W253 S 43'25'27" E 16.09' \ ~ L12 S 18'10'16" W 135.11' J ? 6y " w J H ls3 .'y W30 S 49'08'53" E 33.86' W142 N 71'26'35" E 16.03' W254 S 29'56'11" E 14.38' \ Tie Tie L13 S 42'14'48 W 152.64 m / J + 6Sy r ~ry 19'0818" E L14 S 27'27'21" W 119.18' F tik pS7+ ~ • W14 W255 S 61'21'50" W 24.31' \ '~5 wee N 19'0818" E W31 S 66 36 48 W 30.05 3 N 76 33 43 E 9.38 ~ ~ 86.55 86.55 " ° ~ ~ w ~ L15 S 30 52 51 W 138.39 o f q W32 N 35'41'29" W 50.57' W144 S 84'26'03" E 22.30' W256 N 78'05'04" W 12.55' 9 4 \ AREA "BA" vn W257 S 52'34 56 W 14.99 w7 Tie W33 W145 S 31'47'54" E 23.24' a'o, ~ 816.81 Tie 17'36'55" W 94.21' W J o b L16 S J a N 10'2019 W 23.59 " ~ o wn N 10'24'51" W W34 N 29'06'30" W 38.71' W146 N 74'39'43" E 21.01' W258 N 32'55 24 W 23.41 ~ I N 6~ o 10'24'51" W Lt S 49'40'15" W 140.55' ~ ~ ~ a ~ x • W259 ' 4' 7" w 21.14' a ~ ~ " 734 " w;'4 86.24' W35 N 84'16 33 W 18.99 W147 N 77'13 05 E 22.51 N 17 5 3 0, 1,5714 W 5 ' 86.24' 7 " 4 J ro ~ ~ a~ ~ a~ ,o U 8 S 12 4615 W 25.95 U ~ ~ , P °m o m W36 4' W148 S 42'02'25" E 14.57' W260 N 48'39'02" W 20.42' ~o ~ S 8 W 2 N 5433 04" W 36.9 ~ ~ " ~ " 1 ~ i , r1 L19 S 12'46'15" W 73.11' m J J q °1 I? m , b d ~ A ~ z nt 4 W261 N 07 38 07 E 23.20 ~ ,n ~ W •t W37 N 35'09 54 W 15.53 W1 9 S 83'25 05 E 27.03 ~ Z I " , 1 " t 1 " I V' L20 S 34'5617 W 131.09 ~ J ~ ti ; q °o L21 S 42'01'27" W 205.30' o t' J o a H ~ e~~ U W38 N 49'0318 W 15.99 W150 S 67'47 36 W 66.61 W262 N 21'1940 W 12.34 ~ NO W39 N 199'26" W 19.80' W15i N 73'22'26" W 15.53' W263 N 00'44'23" W 27.88' 1 1 ~ " ~o m owz ~ vz L22 S 27'57 36 W 120.87 ~ / ~ ~ a ~ o c W40 " W152 N 74'03'17" W 18.92' W264 N 60'i1'52" E 18.21' ~ p ~ w~to , we5 S 76 4313 W 24.62 " , 1 " , J 1 'm e7 L23 S 25'34'41" W 224.42 ;1 y~9 ~ ~ ^t W4i S 29'00`45" E 22.90° W153 N 57 34 Ot W 19.19 W265 N 67 0107 E 16.35 , " J ~ c,: W1~o8 0 L24 S 33'13 21 W 80.47 , „ ~ w ~ ~ ~ ~ 'a , " J c~co~ Qa ~ W42 S 36'05'31" E 21.35' W154 N 28'10'45" W 18.02 W266 N 73"13 42 E 17.86 ~ ~ ~ ~ i L25 S 33'13 21 W 42.68' AREA "q" 1 ~ c7 ~ x W43 S 89'09 52 W 19.09 W155 N 22'50 49 E 15.90 W267 S 35'09 28 E 16.96 1 , 1 ~ " ~ ~ AREA 'BB" ~ L26 5 35'13 06 W 101.29 7 L27 N 57'06'00" w 39.80' a ~ ~ W44 N 59'00 35 W 25.66 W156 S 69'34 20 W 59.89 W268 S 63'12 04 E 17.00 vno2 W45 14 W157 N 56'58'18" W 20.06' W269 S 21'00'12" E 18.57' 1 N 63'18 30 E .03 ~ w37 b F L28 N 57'54 33 W 67.32 1~ 1 ~ ~ w 5 W46 N 64'48'31" E 24.18' W158 N 74'51'14" W 26.03' W270 S 10'29'11" w 49.48' ~ n WI 5 L29 N 57'44'38" w 107.33' was 7 ~~or • " ' ' W271 '40'32" E 25.42' w TRACT 1 A W47 S 47'27 59 E 19.19 Wi 59 S 75 09 02 W 24.86 S 02, " 1 ~ L30 N 56'21'46" W 16.24' w w9 w3se W48 S 01'09'55" E 35.95' W160 N 12'51 `47" W 13.36 W272 S 35 52 31 W 10.78 N F 1 " " ~ / Tie w36 w35e w49 N 69'3310 W 39.95 W161 N 07'32 07 W 49.10 W273 S 11'06'08 E 19.75 W50 N 32'50'39" W 21.86' W162 N 18'51'25" E 22.13' W274 N 73'02'20" E 34,66' WETLANDS LINE DATA ~ Gaddy Properties Limited Partnership wt42 N N 19'56'50" E ~ e°~ ~ F W51 .31' Wi63 S 31'04'27" E 20.15' W275 N 35'40'14" E 26.03' LINE BEARING LENGTH ~ N~ w14t t5 N 55 37 57 E 30 66,E DB 1090/286 to ~ w357 z 5 102.47 W ,s I 35a ~ a z W52 S 72'59'16" E 19.03' W164 5 30'37'00" E 14.16' W276 S 51'21'53" E 5.67' W337 N 07'36'50" W 24.81' ` N 3145, xn t 1 I was w359 .Q~ ~ a W53 S 60'14'05" E 23.94' Wi65 S 52'26'47" E 24.16' W277 N 35'40'14" E 26.03' W338 N 05'20'10" W 34.84' ` W wt~~ O U j W54 S 44'46'51" E 24.65' Wi66 N 81'16'39" E 40.42' W218 S 67'55'56" W 23,85' W339 N 04'02'23" W 43.82' ~ , " " 1 W340 " 1 ` ~ W135 wl ;w, 1 tK a I ~ W55 S 55'09 Ot E 8.09 W167 S 20'43 08 E 16.60 W279 S 36'3127 W 14.45 S 81'27 32 W 44.05 ' AREA "BC" ~ W56 S 75'46'41" E 16.90' Wt68 S 81'16'52" E 27.81' W280 S 10'21'35" W 57.21' W341 N 66'02'59" W 17.05' 23 ~ ~ b 2a N F / W57 W169 S 43'01'30" E 20.96' W281 S 25'82'11" w 39.23' W342 N 26'05'04" E 60.50' ~ wta2 wt 5Wi24 S 22'24 03 E 22.58 wt3t Wi24 Tie ?33 ,~\e h Nn 5 N 12'20'57" W S4g• 1~ La D. Seibd cS W58 " 75' W170 S 41'51'20" E 19.87' W282 S 57'36'56" W 42.38' W343 N 41'23'26" E 43.09' ~ S 60 56 59 W 23. ~ 172.35' ~ 1~ DB 827 265 Q•1 ~ ~ W59 N 34"18'31" W 18.32' W171 S 04'14'42" W 28.05' W283 S 33'20'01" W 33.33' W344 N 76'17'41" E 33.97' ~ ~ ~ ~ • ' " W284 6'18'03" W 58.41' W345 N 67'23'36" E 26.07' w z ~ W60 N 40 3613 W 15.91 Wt 72 S 07 0248 W 14.01 S 2 a ` " " vn~'~~ " " ~ " ~ ~ " ~ rn AREA BD wf~~4s ~ry1 ~ 0 ~ .A BD " " f J ~ ~ ~ W61 N 22'16 36 W 18.53 W173 S 26'30 56 E 2.54 W285 S 32'15 47 W 37.07 W346 N 65'07 37 E 34.93 A > t w 1 1 " , 1 " 1 O W ~'1 W62 N 79'3710 W 27.43 W174 N 35'35 05 E 39.07 W286 S 18'1129 W 36.70 W347 N 49 2137 E 9.50 ~ . ~ q sn AREA CE 7 a ~ ~ U ro ~58 ~ / W63 N 73'27'40" W 24.65' W175 N 09'46'03" E 23.03 W287 S 16 03'26 E 44.18' W348 S 52'26 33 E 10.20 ~ ~ o ~ ~e~ wi t , 5g W346 J U w1~5 o Tie w34~5 I ~ ~ 1 a r , " 1 ° ~ ~ IY15 W64 N 79'00'38" W 14.19' Wi 76 N 82'03'52" E 11.92' W288 S 59'34 07 W 42.76 W349 S 34 51 55 W 93.38 ~ S W CO N 06'4700" W w289 ~ ,N ~ 1 " 1 / M 1 1 M 1 1 " I ` ~k O 111 t W177 .17 W289 S 12'4918 1Y 38.13 W350 S 64'0412 W 25.48 F Nr xn W65 N 64'3811 E 25.65 S 02'18 30 W 32 ~ C Y 1 " 1 1 M 1 1 " 1 1 M 1 ~ O N ~ 1 e6 94.27' W3~ ~ ~ ~ rr w? 7 e , , w27D ~ o W 75 5 Q'i ~ ~ ~ W66 S 49'36 48 E 42.81 W178 S 00'17 21 E 29.74 W290 N 39'55 57 E 52.61 W351 S 73'56 26 W 17.50 (J ~ ~ ~ 4 w342 ~ ~ O I 0 w, ~ a ~ z W67 W179 4 8 50 E 24.12 W2g1 N 33'38 53 E 38.58 W352 S 05'30 26 W 32.17 ~ N 62'00 40 W 16.88 S 2'Z D W68 N 02'39'57" W 25.14' W180 N 65'00'21" E 31.69' W292 S 26'17'53" W 32.58' W353 S 20'08'28" W 129.94' rn ~ ~ W17t y wen J I r~ ~ ~ Z 7e ~ wa3g ~ 7e ~ w279 J / ~ W69 N 06'22'46" E 36.88' Willi S 73'48'46" E 32.17' W293 S 46'46'42" W 33.29' W354 N 87'56'50" W 20.36' Q 2 rw wzsa ~ ~ ~ ~ W70 N 26'06'40" E 23.23' W182 S 03"17'01" W 38.79' W294 S 12'26'55" W 31.86' W355 S 04'00'06" W 35.49' ~ ~ W224 Nq ! t ~ V Ul w172 7~ W337 ~ J ® r-~ ~ ~ N338 m x ~ b W71 N 37'02'38" E 51.84' W183 S 49'23'52" E 30.67' W295 S 30'03'32" W 30.82' W356 S 01'54'05" W 44.29' ~ ~ . " 1 " I w173 W282 f C ~ H Q} ~ ~ W72 N 72'39'08" E 12.20' W184 S 27'29'09" W 28.90 W296 S 52 20 53 W 31.30 W357 S 19'36 41 W 48.93 ~ • " W297 W358 04'05'34" E 34.74' w2 W221 W3S' ~ ~ W W ~ ~ U ~ W73 S 23 53 27 E 12.55 W185 S 51"10 52 W 23.30 S 67 3516 W 17.87 S fn W74 W186 S 26'24'40" W 37.79' W298 S 39'50'31" W 52.86' W359 N 53'12'51" W 24.17' ° V / ~ n S 42 42 42 W 27.88 ~ w2a4 ! v ' ~ U W22 1 J I Q~ Z ,n • ~ " W299 '52" W 28.21' W360 N 06'25'32" W 33.63' ~ TRACT ~ W75 S 37 49 56 W 32.97 W187 5 04'00 41 E 38.80 5 39'56 ~ ~ " , N 88'50 39 W 389.67 wzte ee5 Tie AREA "CH"w~3 J v p c~ q 1 ~ 86 ~ a ~ •rl ~ N W76 S 35'38'14" E 23.08' W188 S 19'05'30" E 11.13' W300 S 42'32'55" W 33.48' W361 N 33'54'48" W 29.08' ~ wzt rrJ ~ N 82'45'17" W ~ J a E., ~ ~ w2,4 w, 1D7.1s' wa3 w2e7 ~ ~ a ~ ~ W77 S 35'3154 E 14.78 Wi 89 S 48'3136 E 49.53 W301 S 24'03 48 W 40.88 W362 N 72'27 31 W 23.21 ( ~ S~, ~ ~ ~ ~ wet ~ w33, b w a ~ ly w2n w,9o " " 1 ~ Z ~ ~ W78 S 27'34'56" E 22.35' W190 S 33'44'19" E 33.73' W302 S 04'33'49" E 36.20' W363 N 26'52'18" W 16.51' ~ S6 j , Charles W. Gaddy 1 " 1 / tl 1 , " 1 1 " 1 \i/ I AREA "BE" w2 AREA BG w33o w2e9 J ~ ~ ~ ~ ~ 2 w22e 138 ~ a Qi ~ f1, W79 S 24'07 53 E 24.27 Wt 9i S 68'30 50 E 15.04 W303 S 18'43 52 E 30.81 W364 N 38'3103 W 23.58 /Y DB 3062/965 AREI • " W304 S 53'15'48" W 29.84' W365 N 25'02'09" W 18.21' ~ ~ W80 S 16 3310 E 22.50 W192 S 71'24 34 E 26.62 w227 s 9o J W I ~ rrz ~ J 0 a W81 N 87 '27" W 6.26' W193 S 03'29'26" E 15.45' W305 S 11'46'04" E 23.03' W366 N 06'53'42" E 30.63' N ~ ~ •o N F '25 / w2o a Tie wag J q ~ .i,.) " W82 N 36'17'00" W 21.20' W194 S 09'20'28" W 16.57' W306 S 14'58'11" E 32.18' W367 N 53'57'57" E 22.01' ~ ~ Sly w2 s4jNe ~ 3t N 58 30'15" W w327 ~ J ~ ~ ~ a+ w2oo 156.20' w3 w293 a J ~ t ~ ~ ~ W83 N 15'05'21" E 41.42' W195 S 07'17'59" W 24.35' W307 S 02'05'16" E 25.76' W368 N 71'25'01" W 13.62' I ~ Alice Virginia Soule •601 ~ ~ W325 Q 1~ 0 W234 W294 l ' z ~ h•+i l1'+ ~ W84 N 43'24'51" W 34.32' W196 S 00'38'11" E 28.97 W308 S 16'59'01" W 39.66' W369 N 41'25'42" E 13.50' I I DB 4151/81 W85 N 16'38'18" W 12.84' Wi97 S 25'31'43" E 7.49' W309 S 27'11'28" W 33.03' W370 N 64'35'30" E 11.94' BM 1986/1710 / 77 W235 W324 9b v L25 ~ ^ ~ 0 1 " " " L30 R~ S . W86 N 06'29 48 W 21.95 W198 S 42'01 59 W 13.03 W310 S 21'40 34 W 49.03 W371 N 72'29 02 E 18.59 Lot 1 / 1S , W238 ~ A 0 ~ ~h W247 y,~2 w2 H cd 0 W87 14.63' Wt99 S 65'57'53" W 24.71' W311 S 27'57'57" W 37.66' W372 N 65'45'10" E 16.94' / e2~. N 55 53 36 W W283 ~'~g 9a W2e2 4 W3 J ~ W h+l ~ ~ ~ W88 N 08'10'50" W 16.50' W200 N 02'36'00" E 21.37' W312 N 04'15'04" E 20.24' W373 N 11'01'56" E 12.25' •o, / k Bt 50 99 J ~ 'i{ ~ W3 W300 ~ ~ 4) W260 ~ I O ~ ~ W89 N 70'04'02" W 21.89' W201 N 65'05'09" E 15.00' W313 N 24'22'29" E 52.99' W374 S 88'37'38" E 12.89' N 1 1 " , 1 " 1 1 M 1 I AR A "BF" w259 t ~ ~ 0 wz5e w255"~ ~ a / ~ W90 N 33'10 31 W 36.59 W202 N 04'06 49 E 34.83 W314 N 04'3919 E 46.33 W375 N 53'40 21 E 17.18 / W91 N 26'42'01" W 32.44' W203 N 19'35'39" E 21.47' W315 N 13'41'02" E 48.08' W376 N 46'04'03" E 18.25' SAS 5e wao2 rr b ~ w 57 W303 O J / V 07 / N /F 3s• W92 N 29'14'54" W 29.23' W204 N 32'48'20" W 16.00' W316 N 08'57'41" w 34.85' W377 N 37'13'15" E 10.02' ~S, W316 ry. ~ bD Q] --1_ J ' W205 N 59'04'41" E 10.00' W317 N 02'54'18" W 30.56' W378 N 25'21'24" W 18.52' ~ W93 N 31'07 32 W 18.16 Sanford Bailey ~ W31 05 y ~V waoe I ~ ~ c~ (29 ~ ware ~ 0 ~ W94 N 46'41'52" W 24.04' W206 N 68'48'34" W 24.46' W318 N 00'23'06" W 70.20' W379 N 01'46'35" E 17.44' 9 w3o7 / N ~ (?8 ~ wa15 J ' W207 N 4'13'58" W 22.27' W319 N 17'53'45" E 38.36' W380 N 43'11'18" E 16.90' See Ref. 1) W95 N 33'0007 W 32.69 7 "Lot 2-A-1` / j, V W96 N 37'46'17" W 14.40' W208 N 39'47'55" W 19.63' W320 N 19'36'00' E 31.49' W381 N 29'24'45" E 18.34' W97 N 38'53'20" W 17.63' W209 S 53 26 30 W 10.71 W32i N 51'02'54 E 21.40 W382 N 50'29 40 E 18.69 / / W W314 ~ J ~i W W96 N 54'35'21" E 22.71' W210 N 38'36'26" W 20.18' W322 N 48'09'21" E 36.01' W383 N 33'53'03" E 15.55' L2 ~ L27 S . ?3 , w w3t3 J ~ W99 S 36'23'43" E 36.69' W211 N 35'53'39" W 5.17' W323 N 39'07'03" E 34.92' W384 N 46'36'14" E 19.66' LEGEND / ep2' S Tie J PROTECT N0. ~ A ~ N w31 1 ~ TDC-00001 / 9 o N 50'30'14" E J J q W100 S 32'50'30" E 58.85' W212 N 24'32'19" W 11.85' W324 N 49'24'20" E 86.01' W385 S 81'47'51" E 10.31' / ~ 212.77' ~ F[i.ENA11S: • ~ W325 " W 19.10' W386 N 10'14'37" E 11.16' ~ Existing Iron Pipe ~ W101 S 315010E 29.94 W213 N 54 5151 W 28.46 N 83 45 45 W326 N 28'25'29" E 33.99' W387 N 86'27'10" E 19.90' ~ Existin Concrete Monument w1o2 S 11'30 31 E__ 24.99 W214 N 411133 W 52.06 _ 9 ~ 78 2 h J J ~ TD00001W.DWG N/F ti ~ ,~y ~ ( ~ SBba.'~~ 1. J ! ? ~ DRA1fN BY: ?I U W103 S 40'29'47" E 20.63' W215 S 20'01'29" E 6.97' W327 N 38'11'10" E 72.30' W388 N 4835'16" E 28.10' Donald Soule UL-1 I W104 S 33•28 47~ E 22.10 W216 N 16 00 11~ E 50.08 W328 N 33 23 36 E 49.15' W389 N 29'00'02" E 38.33' Iron Pipe Set See Ref. 1) CHECKED BY: Mill Creak Associates, Inc. ~ W105 S 51'16'56" E 25.31' W217 N 56'41'17" E 22.66' W329 S 12'09'26" E 21.36' W390 N 85'59'20" E 30.45' A Computed Point Lot 2-A-2 DB 7969/523 GRAPHIC SCALE SCALE: u W106 S 73'07'43" E 14.96' W218 N 26.34'29" W 38.13' W330 S 17"19'09" W 37.87' W391 S 66'09'48" E 11.28' W331 W392 S 15'40'59" W 17.69' Boundary Line Not Surveyed "Tract 5" 1 = 200 200 o too 200 goo eoo W107 S 30'27'29" E 24.83 W219 S 58'19 59 W 14.67 S 25 28 49 W 40.62 ~ W108 S 84 52 24 E 22.04' W220 N 75'27'24" W 28.96' W332 S 32'10'16" W 41.66' W393 S .08'30'00" W 16.15' D"'~` 5/1/00 W109 S 66'01 26" E 16.70' W221 N 2527 28~ W 27.40' W333 N 32'43'09" E 67.62' W394 S 30.47'38" W 7.39' BY GRAPHIC PLOTTING ONLY, the property shown hereon lies within Flood Zone "X" of Flood W110 S 10 27 05 W 41.12 W222 N 07'21 42~ E 26.19 W334 N 22'40'20" E 53.34' W395 N 16'19'47" W 17.21' Insurance Rate Map Community Panel Number 370377 0008 A, dated September 15, 1978, SHEET NO. W111 S 15'01 06 E 19.30' W223 N 38•03 43~ W 24.73 W335 N 12'03'49" E 41.30' W396 N 14'01'32" E 14.45' and Flood Insurance Rate Map Community panel Number 37183 C 00090 E, dated March 3, ( IN FEET 1 of 1 1 inch = 200 it. _W112 S 00•11 29" W 18.22 W224 N 07'19 03~ E 34.52 W336 N 04'10'12" E 39.57' W397 N 08'23'56" E 13.52' 1992, and DOES NOT lie within a Special Flood Hazard Area.