20020492 Ver 1_MAPS_20020325

9
11 ~ L ',:i rr? ~ r, x~ ~ , T 9 _.1 ~ r ,~e'~ !P '~jt I -1,~'?~ tS~ ~Y.- ~ i_" .r - ° - i t r.. ) h I ~ t kr~ ~ ~ -y tJ f ~ / _ ~ ~ ~t ~ yf"~ •f I i
i~•~i,>~t'%7!~ - v Iw':'~ r F~r Iii LI ~ `":~F _ ~ t \ 1~~~ r .P' :II f "111 _ I V. V+~ /y'/. I ~1'.r .i. •s _ V•_ I , f ~i Pr iii
t'~'~ ~ l ~ ~ ~0 _ l > r ~ _ , ~'t\r 1 >7 4x"` }`'4. I'- - y ys tZ v F ~~i~ `t ~ ~ i, ~ ,a D I 11 l ~ tl'; , alai ' _ i' _ J ~ i~ r '~r)
.,1 V u ~7 ! Ra .r , (,S I x < tR r L, y. ~ ~ _ ii
(~L.~ f' i~i _ 1,. .j~: 1 .~w+~s. ~.~i ~ ~ Lam. :\~,,1 r 1 5 r. I''~ 1'~r .J. •4`':~i 1 ' ~ rf° f ~ 1',II,. 4 ~ t1n 1 -1` It ~ i ').r - ~ e~J I, I~ '~111~~.
•r ti:)`. 4' ti .n, ~yy ~ ~ ~'I «~~y ~ t Ii1 ~1 5, Fe`s ~t b cc~ ! p;'~ ~ li' r n- I t 1;` t+ I _ i d F - ~ -~4'~ r i1', ~ 1 ~~..•r i xFxv~: J I
il`~'" •~t• l.~ li~~_, r ~ V /y~'m ,F ? ? ~s~ I 1 =`r x tip, '{'u1,1I 'l I~ It `t ' ~,VI ~ ~fi ~,,I~ Jl,. l ,:h n„V to
- ~ ~ ~ ,I r, - - . ,.e Y • f : -
- 1 I r '1 r,• ~ 'd~', .P"-"~ f - E - ,v l r^. , ) h, A T ~I: - F
~ _ fr~
,I. 'l'0. r r - - ~`1',~~' ~ F`~~~ I j 1 l' ~r _ r,.~. j i 4z ~ , r 1, . F s I J.r. ,:r 7 , f r P. 5 C r~ , ,Lf , - ! .
~i, 1 '~"~ruk'~~-- 1 I I I I I~;Y~ . S ~ '1 t G' 1,. 4"'i~ I~ i 4 qlp~ rrz Wl ~
tl ~ 1r,.:->°rGti„ ! y~~ Ir/ ~.~~o~~I I,twlr ~ir~ ~til' titf - !i ~ F{~~~:- `I I ~ ~ , ~ ..~1'!g~: ° 'rl. r: i'` a. l t t, ~il ~ l.L~ r_` ;li •>,y
A ,.rt~n- : ~ t 1P~ `'r' ' , ~ ~i ~"I ~ 4 '7 ~~jj _ _ r- a f : t.~.
i-'y'' i 'w._ I Y "f...'.a11ti{7n»t+. F t~~ 8~, C.-, °II ~r' 1 F ~l _ By .~I ~ c~~.~ ! h- l ~ n Y ~ I ~ ~f ~-r - .I .
-Oi yr ~ (t1~ P ~ F ~ f ~ t ry ' .r r. 1 il~ I :h~ v7~r I '•t ~ v~ -~`bi ~ 1' ~ ij~ I` LJ~r t~~~ _ t'. i 6 Il t~ i ~),~~I 1. ! d- 19rq~ ~ , f ~ ~ - _ N ~ I
f! ' I r~. ~C f~~ ~ ~ l M 1 ~ -~~r; ~ 7".-LI .Y ' a..a.. _,iw4 fy-' 4 ' . ~ a ,11 ~ A. ~ 'x~~ C"r±`` i'~5. - - /r rte,/ 1. ,c' l1 'l ~~.r yr~ ry - ~ ) sl~`~:; Cl ~\e rrr• ~i ~i :,.i ill \b..,,f , - ~ , ~ p R i 7 ~ ~ ~ f L5
- 7 1 ~ ,.I .T.: 1~ ~ ,fly ,r./ ! I _ *^1 tti Y~'/~ ~S~Y - tv`. 1,j:.`'c I~ ''I F~ .ks aQ ..A r.,t l I ,Y 4 t f Cc . - . f r - - 1. I , - ~ - ~i' - d - I , 1,,e r.. _ ` ::q i Fit-; ! _ ,
i K l:c x, l r")~,i'. ! .a...,,1r'- - ~ ~ ! ?vY ~r ,I r 9"'' r.~~' ~ - f" en' ~Ft' j ~ ~ it - ~ r . I I ! i .:ti" '1 -
" <x I~~ r- ;-a _ t l:r' ! ~ ~ t i ~ ~~~t 1~ i. 1 . s4 ~~+~1 ; e ~~n I • lr~,.; - t ..r f')r A i 'ri ~°a l x ' ~*1 , r r2Y, . Si / k af.~ / I . : 31 : _ _ ~ ~ ~ - ,
_~~yy 1~~t. - - _ . , _ , I I f : ~ , , '1;3'. ~ ' I • a ,I ~ WtiIANDS 6R an
-.TiUpd. •t i:''.A ~ Y A1. i L. ~ r ~~ti u 1 1l ,dy I F +o! ~~I -'I w5,1 ~ : i. r ~ ~ ' , ' ' , , i ~ ~ f WADER o~,
4': ) ~ r Ia`-` ~I _ t !i'' r ,`U~ r ~<rlr~ ! `i ~ rt . r, t / 1:'~ ~I~ x 1 / S t r ,;c~ t1~"~ r~~x Y t f~ v~! (,f i,-•~ f fi"tr.. I ~:IV / ~ T. 1 i~l~)I )E ~ h; ~ cF u,- I .~fE' It kl I~~' I r F;:. , rl.. ~ ~I ~ f<<' SLGTEQH F. a' r
~r~,~', ~ _ ~A~qa it, ~ ~ } ~ t I Ind , t {r a f' F _ _ . _ t I . y,. c
- vet`,,. 1 ~ )r )I " ~ 1' r Y. 1ti, PP~ ~ 11,, c,.' 'A ~ IG ~ Y- a., Y. t ~,.1 ~ _ yr,r ~ rs ,~.tl `1'° FJ~r '~~`f ke~8z,_.'. II e4 az, ~ ~ f t.,, f'. ~ f
~'`K ~:I ~ ~ y :ya? - I J ° ~ 11 Irv.. a. 1.,, ..4,, -V nM, ?tt f I. . I , , .;;J fmf:.- ~ ~ ~ ~ \ 1+'J 'r 'fA, f f _
I~ ii. ~~i~' ` ifs I I .I I r. - r• l{ v. _ ( I r- I I 7 j I .tai ~ "r 7 lz,I C'~+ y~ •r^1 ; a 3t ~ L `I_ n,`'. f~'" _ ~L_ _ I}~n S / 1 -:';%~f~;1i` - '~;t-0
E ~ ~1,: J 1',1 I I, 1.LfC - . i {q :I.,' a ~ ice! I'~1`• I .~~~@rd 1. •~i: d. s~ ~ L r„' :S_~~N _ ~d., 'r.: J ~~`i a+e 44'--.. p A ~ 5: clt' . 'a ~ i~'- ( ~ fl, r .L , s{i°.;.
y y~1
/ - . ya i ~}.~11 ~ ~ ~II~. / S~'~I~ '~ti3 ?-urn- 'I'mo-; f..,~ ! L. tl' :,Y '.~~51 ~ f - F:a' '~f I I c ! ,~y ,f j~7,~,`~j) °•`$~N.~*~~lf'!.. ^_'V~ l! - j~ .{t1V ~j, II :~!I,..• ~ i•'. l~~ x,~~ c „,c z't~ r'~I ~ ~I n P„
• :...w 775 i :.-r V ~ ~ .J, f . ~ .F ;'c ~ ~^'sy„~. :`J.: YrJ G,l,~ .~F ..f ' ~~tI. ~ ~ L'f,.~ 1..~ v ~--,Z?,,f `.1. @ - N~ ~f ? 1:'
I ~S ~ ~ r'1 I' 6 r' ~1c~1{ ~^4.. i `,k L,: r ~ l'+,, ~ a 7 ` . - 1! i:. ;;5 d 'r : ~1_ ~ .'~,1:f ~i .~a( ~p+.t~,_ i I.4 - d _ ~ r:., r,"3 `a.
, ~l _ N. ~ r 'k. I ~i -'~J J :-1ts..\ '\.~1 xe i:5 ~ x ! Ipl e.,_;,I~f '7"` i `y;l.,..~ao i? '~S< ~ C ` - 1 - . I 1 yl'~.l l ~ ;1 I:;~ ,I, ~~n-'r A~ v~ i vi- - - ~.~t. ~ ~ ~ ~ - J. - _ 1„ i
~ ` _ j; I - ~i' .4 ' _,~G~~ - ~u -'Nt.~ 4 ~ ~ :'v'~.: k' r..q xr ~ I 11. ,s> i fit'- „ ~~_f IJ
- i~rZ ;r. ~ ~,t-' nMlaywll. T~. ~ ~ l~ ~r d~ ~.r J't:~ iJ /I~ ~ ll ~ V / },,+'C ~~te ~ ~i`~kk.y~ ii I yltl I - i~~_2 .1 1 I ~ ilq : _ g i~ d :a+~ r V t '~f ?~,f~-- ~ ° 1 ' I Imo/ - I ~ ij ~iJ ,~{I'r'... ~ ~ i.~~ r 14i L I rf..y S \ ..fl~
;.4. '~3~~..+ t ~ J .ed~' ~ ~ - .I I 111 y ~~j ...~~5', I ,h}/Iu ~;J~/ it ~ ' ~7. `~~'•NP.'11 -i bSe..~ PL ~ . yss 4~• r ~ '•1 , t ~~I
~t, ~~s t f } OF DRAWINGS .I ,ti _ INDEX :
' i ~ r r ni, 1z r r, ~ 4~ yy t,~~ L. I f~ ``'fir `•'t.: I a.S,T ~ , l t t . \ 7 .~~~I, t.. ~t F rtf ~:4 .*`r/~ ft~~. M~~. ~1 ` _ b~' f S 'i1 ~ ~ i - ^ jl A 415.: S ~ I~v4r F: ~ hf 7; ~ , f, - vs lJ,n ! ( - '
c ~ 1"~ C J r111 ~I ~ I.~,';. V~:.~_ 10. 1{ r . ~ , , r ~ , .>r SHEET No DESCRIP
I I~ 1J I~SI~.c-vj->~'; ~ ..`r f I, a <y '.15 ~ i gin,' {I~'I S- ~ i ~ ,1~
F, i ,i _ f_ 'r"4~ .I amp' I; ~I 15 3v~ - _~I/. f,,i:rl! ( t y,.~,•~5. tlrtt { c. ^`7,J! i . ~ , ,r , 7 ;1~ •~',i f - ~ _ _ 1 COVER SHEET
'ti - S ~ ri' -}i r i ,`jam,( : tl: t;'-,-'~ i _ t,i. a~.. ~t `~2F`J~ r ,
4' f ~y k i.`-0. ! : ~J i~ ~r ~ ~ II ~ I ~ ~ lF e , k L ~ N I It _ ~~Jf ~ T ~1. l i _ ~ ~ y ~ , J .,r HOMESTEAD SITE
~ ~ I I l r i r'; ~ I . ti-~ m ' , t it A , ~ r, ZG i, 1 I~•~i r F I 2n ~-xu ( ~~1 ~ r, t~yv~ 1. i, 1 1,:._ ) t' tl, , lh`~'~r, /1tr':~'~'. ~f'r~ *~`hf t~, `tVI ~I j.~,1.~~~~'S '~f~.~ i1. . } 3 T i r 1,_ : ~ i~o f f, f ..r', ~ ~ f~~:". 2 GRADING PLAN
\ "t X11 "d a- ~ I!~-'`~ I - ff'[' 4 . { ;rte /L~ l'•- ~P _ 'r.l. y_ ~r , al. - ~u X { ~ti E h'"- m i~-r - . ~a~' a ~ t ~ . ~ / ~ "t~~} P ~ 7 J. y fly F .,x ~ ? f~) ~ \ _ /
vy » x '.,I 5~:1~ ~~•,'t • rt s.r~'- p9 ~_~`1 I Ir, ~ugP,??i FI;~ ~i = f ;h f . ~ " ~ ~ I~.~ ~ ~ - ~ I ; - 3 CONSTRUCTION AREAS
,0 d~`@, _ I '.li~l 'I~ I t_ ~1. ,~'.~'-T { ll. ~ _ r. - ;{r.,~... ~ '~I .by+E~Rt~.. ,d v) .y,_'~I _ 'i t x t r>'r'". ~ 111, ~i - ql I~r i, A r ~I h x', 4 , ~ r f t j g< • Its ~~r 1r r,~>, 1` .
it ti. Q - I t !CF i*~'~-= F , I t„ n 1 4 ~f I' ~i. I~ t.-' , i 41:v;:-•..w- f`~t t..~ ~ 1 .r~ ~t i 11 i~ .•t r.J r. : ~ I ;~;,~,,.u, f _ 4 TYPICAL SECTIONS ~ ~ ` f ¢ - r l ,I If Vf 1. {{,~~'P... ^v..: 7~ u 7~~ ~ " ,4. I F -
d J r~ ~ N i ~"I I ti_ 1. .r { 'I'1,, ~ ;yi: 1, ~ ~ 1 r~'. f T I{~ ,jL_
'l, .r _ l l ~ ~ I r ~ ,yc. - i _ I C .c .f:,> ~5',~ t,~'~~~ ~~.~-r:r.~~~ d ~ 5 PLANTING PLAN ~ ar: `f - C~-e.+.~..~1 r_a.c r .l. i la(~,~ f , '.4~~''r '~p;4 z... ty i).' 4 y, 74~, r t~T ul;.dif. ` I/•/ ~ `^'a ~ ~g~ 1 -t
n _ L i ,'S 7.- - v t : 1t f ; 4" Cdr _ raa Ti+~io h i'~.!' .I" :I 'j - 4 y 5~,~,.c°j~" 7 ~a ,~~~3';, ~r'~ I,~;'~, ~ s ~ ~ r•'• ~ ~;a ~ ~ ,af • 6 DETAILS
m ~ I~A~ +d rl~ ~ xy/ ~ - 11. ~ ~ - I ~ ~16,i I ;ithinl!} _ ~ ~ ` ~ ~ 1. r~~~:6 tr~t% 1 =i :r ,e,; r: l,r I` ~ - ~ ~-~krk ~C } ¢ ~ C" ~ t .'dl y, I~~I ~°.r • 9' 3 ` txy.~.~x ~,r • f '^Ei;.r ~ ~ti ref '~''I r {,r.~' f ~i~ • ~ Q/ '1 .y (r} ry,,.
~ _ m = _ 'e~~~ p,. 'i"''=e-. J-~ cv. _ y 1 r~~,r f~r I ,t; . , ~ ~ , I, ; ;.t . cJl . ~ ~ ~ t ~ ~~v ~ V - ; ~ y .,r a~a~ ~ ) J, ~I i'r ri ~4 •r`~ /;r ~ ~ .~,~~,r)),,I ~J f ~-;;f ~ ~ "`i;~ SECOND CREEK SITE
.C~, !r il, ~.P. eeri'i... i 1 ~ - x ) f{ I n ' ~'t~! i iu~t„ R , , - _ ~ _
U girl'. 6 C I. _^v r' } ..T x~/. }~}~.~YON ,.~:Y: k..:.::(r~...n~,l.. i,n~h.~~. .I _ ~I` T,. > 1. ~.~.1~ I t'r .pa.. ,d :w4°'b~ ~ f:,-.s'.\:: `'.7--5 r. 7 GRADING PLAN
~ SOURCE: USGS 7.5 MINUTE TOPOGRAPHIC QUADRANGLES
0 CLEVELAND, COOL SPRINGS, COOLEEMEE, AND ROWAN MILLS, NORTH CAROLINA U 8 CONSTRUCTION AREAS
m C7
3 9 9 TYPICAL SECTIONS
x m v w
U b 10 PLANTING PLAN
x F 11 DETAILS
w
0 3000 6000 9000 9000 12000 STREAM RESTORATION
r a 12 HOMESTEAD SITE TYPICAL STREAM SECTIONS
S 3 SCALE: 1"=3000 goo'
13 SECOND CREEK SITE TYPICAL STREAM REACH
- The Louis Berger Group, Inc. AND TYPICAL STREAM SECTIONS
e 1513 Walnut Street Suite 250 14 HOMESTEAD SITE STREAM PROFILE
Cary, North Carolina 27511 15 SECOND CREEK SITE STREAM PROFILE 01
0 0 15
a

~
THIRD _ ~ _ - _ THIRD CREEK
~ ~

CONSTRUCT RIPRAP
G CONSTRUCT OUTLET STRUCTURE
0 WEIR CRES SEE NOTE ~I

B
~ . ~
l _ ~

- ~ - _ = - + j
; ~ : r

~ WETLAND BANK
BOUNDARY
A
_ ~
_ STA. + t
END STREAkI
_ ,
rte. _ f ,

K3.
'h
' ~ ~ ; _ 79.00 ONSTRUCT STR M
_ - r ~ 680.0 (SEE NOTE 4)
' 1
_ _ 0 5
~ ~ CONSTRUCT SWALE ~ : 2 ~ i ~ ~ I 8i ~ ~ 80.1
. ~ ~ ~ SEE NOTE 3 ~ 6 - ~ 680.60 p
0 680. ~
_ _ . , ~ ! J. 5~., \ 1~p
r / ^ ~ ~ ~ \ ~ 1. i Oil
~ ; _ - ~ - ~ ,1
.r - - _ _ ! i`' _ :./'$87.0 ~ 681.10 f ..681.60
ti , ~ ~ ~ i ~ ,f _ ~ J---- ~68cZA~ ,
/ 1 ~ ~ ~ , . ; f ~ ^ ~
A / i i / i ~ ~ ~ . '
r - r i / / ' 'h ~ i ~ ~ _ ~o
i r _ . ~ _ / ~ ~ ~V ~ ~ ~ ~ ~ v
i _ i /
' i` ~ 11 ~ ~ -~.A~~~~i ~ w / 1
i ~ , ~ - i. ` < j / / ~ ~ ~ iI .BEGI EAM
i ~ i ~ ~ ~ `l i ~ 1 ~ ~ ~ _ _ / i _ 7 ~ 1' ~ C N UG~ EF
- ~ o ~ ` _ _ 5COl1R HOLE
_ ~ , - ~ . ' ~ ~ , r \ - ~ , _ 82.td ~ ~ (5`~E NOTE 3)
~ _ ~ ~ _ _ _ ..1 ~.T >/i,. 6
ii / r-- ~ / v ~ ~ ~ ~ ~ ~ F i - - ` , _ _ _ ~ "
- - ~ f--
~ ~ ~ - i - ' / is ' ~ ~
i ~ ~ , . -
~ ~ Z -i~ ` ~ - - ~ / _
r " ~ _ ~ ;
~ _ ` _ _ ~ ~
` - - _ -,.,ter ,.rf
. ~ _ ~ -1 r - - - f ~ _ _
J' - _ . s - ~
_ ~ _ _ -
_ s.
_ i
_ _ -
_ r
_ 00 ~ ~ ~ _ -
b F- _ _ = -

w _ _ ~ - r w ~
K .
3 - ~ ; - - _
ti _ - ~ `
a _ _ C7
~ - ~ r' _ ~ y-
- ~ - i _ 7~
~ , r- b _
y
NOTES.
a C 0
LOUIS BERGER WETLAND BANK
~ 1. BASE TOPOGRAPHIC MAPPING DEVELOPED FROM FIELD SURVEY BY EARTHWORK SUMMARY
SHULENBURGER SURVEYING COMPANY DATED FEBRUARY 06, 2002.
CUT VOl HORIZONTAL DATUM IS NORTH CAROLINA STATE PLANE COORDINATES, END ~ LEG cuT VOLUME: 11,500 CU.YDS. WETLAND AND STREAM
9 TUM 1983 NAD83 IN FEET. VERTICAL DATUM IS FILL VOI NORTH AMERICAN DA ( ) FILL VOLUME: 11,500 cu.Y~s. RESTORATION CONSTRUCTION PLANS
U NET: BALANCE HOMESTEAD SITE
NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29) IN FEET. NET: ro
- - - - _ , . r.
" JURISDIC I IUNAL WL I LAND - 1.b AUNL
> 2. SEE SHEET 4 FOR TYPICAL SECTIONS A-A' AND 13-13'. a
73 73
3. SEE SHEET 6 FOR TYPICAL SWALE CROSS-SECTION, PREFORMED
o GRAPHIC SCALE GRADING PLAN
A 681.5 INVERT ELEVATION SCOUR HOLE AND OUTLET STRUCTURE DETAILS. U X ALONG STREAM SWALE ,W 0 50 100 200 400
z 4. SEE SHEETS 12 AND 14 FOR TYPICAL STREAM SECTIONS AND STREAM THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
~ IN FEET ~ 1513 Walnut Street Suite 250 rO 2
CHK. BY: xxx PROFILE.
w DES. BY: xxx i min = ioo rc Cary, North Carolina 27511 15
DR. BY: xxx 5. WETLAND BOUNDARY DELINEATED IN MAY, 2001 AND JURISDICTIONAL w A DATE: DECEMBER 2002 REVISION BY CKD. DATE
A . IN CHARGE: X3CX DETERMINATION ISSUED BY US ARMY CORPS OF ENGINEERS IN MAY, 2002. d
ENG U

~ ~
~ K
~ r ~ - - ,
1 ~ _ _
f
-'CONSTRUCT RIPRAP
4
G CONSTRUCT OUTLET STRUCTURE
0 Q'- WEIR CREST ELEV. 681 A -
B'

i

WETLAND BANK
BOUNDARY

TA. 25+ 49.8 S
END ST~R`E~lal' E~kt
f o-`'

1 +ry
4~ ti. TM r
n \
~
V ~ - _
i /
.i l'. i
~ ~
J j.~f + ~
I } + f
/ ~ xI
l+'-. ~ f
J ~ r ~ ~ ~ ~ ~ +

_
rl IX i i i f ~ + ~ ~ ~ ~ + ~ ~ +
~ ~ J ~ r ~ , :T i , 1
I J" ~ \ ~ J r ~ ~ ~ ~t `l R + + ~
k,a - ~ r. _ _ i ~ ~ J -h ~ -h f ~ 'H ~ . + ~ f 'BEGII REA f f ~
W' 1' ~ ~ ~ , ~ ~ ' _ ~ ~ 1 ~ ~ ~ + ~ ~ +.I PR F ED
t t. \ r i \ , ~ +
i" - ` J i r v - - ~ + ~ f~ } ~
T' . J
~ , ~ ~ _ ~ J I' . , r r
r/ i i
l / c J i ~ f ~ ~ ~
f ~ 1' - -
t ~ G
r A J 1, _ - 1~
_ .7" - t ,i ~ CONS
" - ri ~ ~ ~ ~ _ ~ : ' r
~ _ _ ~ f /i r '

~ ~ E _ - r - ~ ~ _ , ~ ~ s
, ,y
i , , - t k ~ , _ _ _ k
iG ~ ~ _ ~ _
W ~ _ a ~ ~ _
w ~ ,
B - - ro i _ ; ~ _ ~ ~
- r _ - _ j _ _ Q _
a- y _
z _ = _ 0 f
H U
r~ F~ ~
m z
0 U b
yl
P.
E• OT . N MARY SUM UCTION NSTR CO LOUIS BERGER WETLAND BANK
a
~ 1. SEE SHEET 4 FOR TYPICAL SECTIONS A-A' AND 1-A' AND WETLAND AND STREAM
3 NO ACTION 5.7ac g g-g', RESTORATION CONSTRUCTION PLANS

U T HOMESTEAD SITE
STRIP-CUT-REPLACE n iac
a
CONSTRUCTION AREAS
REGRADING AND 1 9.4ac GRAPHIC SCALE o HARROWING
A goo o so Boa zoo U
THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
1513 Walnut Street Suite 250 ('0 3
CHK z TOTAL AREA DES. BY: ~ FILL AND COMPACT 3.2ac ( IN FEET ) Cary, North Carolina 27511 15
35.Oac 1 inch = 100 ft. w DES. BY: xxx
a w DR. BY: xxx DATE: DECEMBER 2002 REVISION BY CKD. DATE
A
ENG. IN CHARGE: XXX U

STRIP-CUT-REPLACE
NO ACTION
FILL AND COMPACT REGRADING AND HARROWING FILL AND COMPACT NO ACTION
NO ACTION~REGRADING AND HARROWING
685 685
STREAM
COMPACTED FINISHED GROUND
12" TOPSOIL
Z ~ CORE
N 680
~ ~ 68~ Oz - ~
Q
w~ J w
W ~ f
675 675
0+00 1+00 2+00 3+00 4+00 4+00 5+00 6+00 7+00
TYPICAL SECTION CTION A-A'
AS AS SHOWN
VERTICAL SCALE
1.5 6 12
(IN FEET )
1 inch = 3 ft.
HORIZONTAL SCALE
]0 15 b tID
M ~
1 inch = ~ tt
NO ACTION
FILL AND COMPACT
FILL AND REGRADING AND HARROWING STRIP-CUT-REPLACE
COMPACT
685
685 STREAM ~ FINISHED GROUND
z ~ COMPACTED
- - - c~ CQRE ~ o -
z > _ _ 12" TOPSOIL 680
~ z 680
a" - _

w W W 4
3 ~
u
675
a 675
Q 0+00 1+00 2+00 3+00 4+00 5+00 5+00 6+00 7+00 8+00 9+00
v
0
~a
z TYPICAL SECTIO SECTION B-B'
AS SHOWN
LOUIS BERGER WETLAND BANK
3 WETLAND AND STREAM
9
e U RESTORATION CONSTRUCTION PLANS
E
F HC~MFSTFAI~ SITE
x
TYPICAL SECTIONS
0
A U
z C THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
CHK. BY:
ct xxx 1513 Walnut Street Suite 250 (~O4
w DES. BY: xxx a
w DR. BY: xxx DATE: DECEMBER 2002
A ENG. IN CHARGE: XXX REVISION BY CKD. DATE Cary, North Carolina 27511 ~L5
U

_ - _ - _ _
_ _ -
~
~ 1
~ \ PLANTING TABLE - r _ y
i. fry Q
t ~ { PLANT COMMON SPACING UANTITY TOTAL Q - - SPECIES ACREAGE
COMMUNITY NAME (O.C.) PER ACRE QUANTITY
o o 0
O ;Q QUERCUS LYRATA OVERCUP OAK 20 110 19.8 2,178
~ 0 0 0 O O r~
o~ ,
i _ . O, ` QUERCUS PHELLOS WILLOW OAK 19 120 19.8 2,376
r SWAMP
, y ~ QUERCUS MICHAUXII 21 100 19.8 1,980 CHESTNUT OAK i
~ .t i ~ NYSSA SYLVATICA SWAMP
21 100 19.8 1,980 VAR. BIFLORA BLACKGUM
~ WETLAND BANK _ FORESTED
BOUNDARY WETLAND FRAXINUS PENNSYLVANICA GREEN ASH ' 21 100 19.8 1,980
r~
, ~ ~ ~ IRONWOOD ' CARPINUS CAROLINIANA 30 50 19.8 990
_
_ ,
j ~ ~ f CORNUS AMOMUM SILKY DOGWOOD 30 50 19.8 990
_ ! ~ ; POSSAMHAW ,
,t 4 VIBURNUM NUDUM 30 50 19.8 990 VIBURNUM
~ n' ! 1 s TOTAL
- 680 13,464
f - - F t r QUERCUS ALBA WHITE OAK 21 100 13.0 1,300
- / _ ~ _ ~ -t ~ ~ - .i ~ ...,,o_.. 1 '..r~.
~ _ ~ QUERCUS RUBRA RED OAK 21 100 13.0 1 300
i j ~ ,
f UPLAND BITTERNUT 1' 100 1 . CARYA CORDIFORMES 2 3 0 1,300
r ~ BUFFER HICKORY
s- \ ~ ~ / iG - %r e r / j.
~ ~ ~ r LIRIODENDRON TULIPIFERA YELLOW POPLAR 21 100 13.0 1,300
/ ~ a r~ i ~ ~
f ` PINUS VIRGINIANA VIRGINIA PINE 21 100 13.0 1,300
i t
y r ~ ~ s. _ C r, _ TOTAL 500 6,500 _
f
~ ~ j., ~
_..r ~;;t
~ i
F,. - ~ ~
~ , V ~ ~ ~ ~t ~ PLANTING TA LE STREAM BANKS B
A \ - 1 - ti~ , f ,
~ _ il~,~ A dt PLANT COMMON SPACING TOTAL
, _q SPECIES LINEAR FEET ~`v~' COMMUNITY NAME (O.C.) QUANTITY ~ ~ ~
~ ` ~ i . rt V vv:..'v . _ + _ -
r ~ ~ / f ALNUS SP. ALDER 9 5040 560
J r _ .
r__~ ~ z _ 5 v STREAM
` 1 r' ti ' y ~..-e.- 'i. - , ` ' ' CORNUS AMOMUM SILKY DOGWOOD 9' 5040 560 ~ BANK , U
~ - t ~ ,~-f r"''~.~ r
i ~ ~ ' .V V ~ / r ~ 4 ~ ~ ~ - SALIX SPP. WILLOW 9 5040 560
~ ~ ~ _ /
' } ' i / ~ ~ q q n~/ ~ -.ems ~ _.'--'._z__~-~ ~ ~ ~ TOTAL 1,680
-r rte/" h'
f y- _ / , , \ ~ ~
r - -w Y.. i ~ ~ y ~ it i ~
~ ~ 1 r ti _ / w
- ~ • " ~ - - - r _
~ ~F _ - - ~ _ _ _ s i - , = / i t ~ r_ i ~ - i r.
~ ~ ~ ti ~ _ ' ~ f j I ~ i ~v t r ~ ~
i f// ' w ?
LANTI N R S
EED MIXTURE: MEADOW S W
FORESTED WETLAND 19.8ac
PERCENT PERCENT PERCENT MIN. QUANTITY PER ACRE
GRAPHIC SCALE SPECIES MIN.PURITY GERMINATI GERMINATION LBS.
~ ~ 2~ LOLIUM MULTIFLORUM 98 90 90 30
AGROSTIS ALBA 92 90 90 4 O O O EMERGENT WETLAND 0.4ac
PANICUM VIRGATUM VAR. SHELTER PLS 95 80 80 3
(IN FEET) PANICUM CLANDESTINUM VAR. TIOGA 95 75 75 2
i ~~n = ioo tt. TLAND SEED MIX N A N A WE NA 2 - -
EXISTING WETLAND 1.Oac
(ENHANCED)
NOTE:
THE WETLAND SEED MIX SHALL BE COMPOSED OF AT LEAST FIVE OF 1 FIVE OF THE FOLLOWING SPECIES:
NOTES: NEW ENGLAND ASTER ASTER NOVAE-ANGLIAE , PURPLE STEMMED ASTE PLANTING ) MMED ASTER (ASTER PUNICEUS), OPEN WATER 0.4ac
LURID SEDGE (CAREX LURIDA), FOX SEDGE (CAREX VULPINOIDEA), BON IDEA), BONESET (EUPATORIUM
x PERFOLIATUM), GRASS-LEAVED GOLDENROD (EUTHAMIA GRAMINIFOLIA), INIFOLIA), GREEN BULRUSH (SCIRPUS
~ 1. ROOTS FOR ALL TREES AND SHRUBS SHALL BE BARE ROOT/TUBLING. ATROVIRENS), WOOLGRASS (SCIRPUS CYPERINUS), BLUE VERVAIN (VERB VAIN (VERBENA HASTATA) AND NEW
w 2. CALIPER AND HEIGHT FOR ALL BARE ROOT PLANTS SHALL BE A MINIMUM Y4-INCH ROOT COLLAR AND 1 TO 2 FEET HIGH. YORK IRONWEED (VERNONIA NOVEBORACENSIS). STREAM RESTORATION 0.4ac
k ( ) 3. THE CONTRACTOR SHALL SUBMIT COPIES OF THE PLANT MATERIAL ORDERS TO THE LOUIS BERGER GROUP, INC. BERGER AT
a LEAST TWO MONTHS PRIOR TO THE PROPOSED PLANTING DATE. b
z TOCK WILL BE INSPECTED ON-SITE PRIOR TO INSTALLATION. PLANTING STOCK NOT MEETING SPECIFICATIONS WILL ING NOTES: 4. ALL PLANTS SE
NOT BE PLANTED AND SHALL BE REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. TOTAL AREA UPLAND BUFFER 13.Oac
~ 5. THE INSTALLATION OF BARE ROOT TREE SAPLINGS SHALL BE WITH AN OST BAR, KBC BAR OR HOEDAD. SEE SHEET 11 FOR 35.Oac
~ ACCEPTABLE METHODS FOR INSTALLATION OF BARE ROOT SAPLINGS. 1. THE PROPOSED WETLAND AREAS, UPLAND BUFFER AND ANY OTHER VY OTHER AREA OF SOIL DISTURBANCE SHALL
a b 6. ALL PLANT MATERIAL SHALL BE ESTABLISHED IN A NATURALIZED PATTERN. NATURALIZED PLANTING SHALL RESULT IN A BE SEEDED WITH THE SPECIFIED SEED MIX.
RELATIVELY EVEN DISTRIBUTION OF EACH SPECIES ACROSS THE PLANTING AREA AT THE SPECIFIED DENSITY. UNEVEN DISTRIBUTION 2. THE SEED BED IN UPLAND AREAS SHALL BE PREPARED BY DISCING 3Y DISCING TO A DEPTH OF 4 INCHES.
~ OF SPECIES OR MONOCULTURES SHALL NOT BE ACCEPTED. ALL PLANTS SHALL BE PLACED IN THE HIGHEST POSSIBLE 3. THE SEEDING PROGRAM SHALL INCLUDE THE APPLICATION AND INCO
a o MICROTOPOGRAPHIC POSITIONS. , AND INCORPORATION OF A SLOW RELEASE
NON-WATER SOLUBLE) FERTILIZER WITH A RATIO OF 5-10-0 AT A RAC 7. FOR STREAMBANKS, JUTE MATTING SHALL BE INSTALLED ALONG THE ENTIRE LENGTH OF THE RESTORED STREAM CHANNEL, AT A RATE OF 250 LBS./ACRE.
~ 4. SEED SHALL BE EVENLY SPREAD EITHER BY HAND OR MECHANICAL BEGINNING AT THE TOP OF THE BANK AND EXTENDING INTO THE FLOODPLAIN. JUTE MATTING SHALL BE PLACED IMMEDIATELY CHANICAL MEANS AT THE SPECIFIED RATE.
° THE SEED SHALL BE APPLIED SEPARATELY FROM THE FERTILIZER. FOLLOWING FINAL GRADING AND SEEDING. JUTE MATTING SHALL CONSIST OF 100 BIODEGRADABLE WOVEN COCONUT FIBER BLANKET _IZER.
3 5. fMMEDIATELY FOLLOWING SEEDING, SEED SHALL BE INCORPORATED If WITH COTTON THREAD MATTING. PORATED INTO SOIL.
x 8. FOR STREAM BANK PLANTING, ALL SHRUBS SHALL BE LIVE STAKES BEWTEEN 0.5 TO 2 INCH IN DIAMETER AND 2 TO 4 FEET IN
RESTORATION CONSTRUCTION PLANS
u LENGTH. BASAL ENDS SHALL BE CUT AT A 45-DEGREE ANGLE TO FACILITATE PLANTING. PLANTING AREAS SHALL BEGIN AT THE TOP OF BANK AND EXTEND OUTWARD NO MORE THAN 3 FEET.
E 9. LIVE STAKES SHALL BE INSTALLED THROUGH THE JUTE MAT USING 3-FOOT TRIANGULAR SPACING ALTERNATING BETWEEN THE
HOMESTEAD SITE
SPECIFIED PLANT SPECIES. THE LIVE STAKES SHALL BE INSTALLED ON A SLIGHT ANGLE FACING DOWNSTREAM WITH 4/5 OF THE LENGTH
OF THE STAKE BELOW GROUND AND THE SOIL FIRMLY PACKED AROUND THE STAKE.
10. THE ESTABLISHMENT PERIOD FOR BARE ROOT TREES, SHRUBS, AND LIVE STAKES IS FROM DECEMBER 15 TO MARCH 15. 0 PLANTING PLAN
A U
U THE LOUIS BERGER GROUP, INC.
CHK. BY: xxx SCALE: AS SHOWN
w DES. BY: xxx 1513 Walnut Street Suite 250 ('0 5
a w DR. BY: xxx Cary, North Carolina 27511 DATE: DECEMBER 2002 15
A
ENG. IN CHARGE: XXX U REVISION BY CKD. DATE

REFORESTATION
REFORESTATION REFORESTATION -PLANTING CRITERIA
PANTING PROCEDURE WITH HOEDAD URE WITH KBC OST BAR DIBBLE BAR PANTING PROCED
R00T COLLAR ~ ROOT COLLAR ~
1 2 1
1. INSERT THE PLANTING BAR STRAIGHT DOWN 1. STRIKE BLADE ALMOST VERTICALLY, FULL ~ ~
INTO THE SOIL TO THE FULL DEPTH OF THE DEPTH OF BLADE, INTO THE SOIL. PULL UP - - _ _
BLADE AND PULL BACK ON THE HANDLE TO ON THE HANDLE TO BREAK THE SOIL LOOSE
OPEN THE PLANTING HOLE. DO NOT ROCK AT THE BOTTOM OF THE HOLE. CAUTION - n.
AVOID RAISING THE HANDLE MORE THAN A THE PLANTING BAR BACK AND FORTH AS ~ R00T COLLAR
r THIS CAUSES SOIL IN THE PLANTING HOLE FEW INCHES. OTHERWISE THE HOLE WILL
TO BE COMPACTED INHIBITING GROWTH. FILL WITH SOIL AND THE TREE WILL BE
SHALLOW ROOTED.
EMOVE THE PLANTING BAR AND PUSH THE 2. R T00 DEEP T00 SHALLOW
TREE ROOTS DEEP INTO THE PLANTING HOLE. 2. SLIDE HAND DOWN HANDLE ALMOST TO THE
3 4 PULL THE TREE BACK UP TO THE CORRECT 2 BLADE. PULL BACK AND DOWN ON THE ROOT COLLAR ROOT COLLAR
LE KET ON THE FAR PLANTING DEPTH. GENTLY SHAKE THE TREE HAND TO FORM A POC
= SIDE OF THE BLADE. WITH THE OTHER PROPER PLANTING ROOT COLLAR ~ ~ ~ ~ ~
- TREE TO ALLOW THE ROOT TO STRAIGHTEN - N.T.S. ~ ~
~ ~ ~ HAND IMMEDIATELY PLACE THE TREE OUT. DO NOT TWIST OR SPIN THE TREE OR ,
- LEAVE THE ROOTS J-ROOTED. ROOTS INTO THE POCKET TO THE FULL
DEPTH OF THE HOLE. ~ ,T ~ l
3. INSERT THE PLANTING BAR SEVERAL INCHES ~ j ~
IN FRONT OF THE TREE AND PUSH THE 3. HOLD TREE IN PLACE WHILE SLIDING THE
LADE HALFWAY INTO THE SOIL. TWIST AND HOEDAD BLADE OUT OF THE HOLE. LOOSE B
E FORWARD TO CLOSE THE SOIL SHOULD FALL INTO THE HOLE HOLDING PUSH THE HANDL , ROOTS BENT AIR POCKETS ANGLED PLANTING
TOP OF THE SLIT TO HOLD THE TREE IN TREE IN PLACE. (J-ROOT)
5 6 3 PLACE.
4. PULL BLADE COMPLETELY OUT OF THE HOLE
4. PUSH THE PLANTING BAR DOWN TO THE ~ % AND PUSH SOIL AGAINST PLANTED TREE UNACCEPTABLE PLANTING
~ - ~F FULL DEPTH OF THE BLADE. WITH THE TIP OF THE BLADE. N.T.S.

5. PULL BACK ON THE HANDLE TO CLOSE THE 5. USE FOOT TO FIRM THE SOIL AGAINST THE
TTOM OF THE PLANTING HOLE. TREE. DO NOT STEP ON OR BRUISE TREE
BO WITH YOUR FOOT.
_ 6' 4' 6'
6. PUSH FORWARD ON THE HANDLE TO FIRM
SOIL ON TOP OF ROOTS AND TO CLIMINATE ELEV. 684A
AIR POCKETS AROUND THE ROOT. 4 ~ s
7. INSERT PLANTING BAR 2 INCHES FROM LAST - 3• ELEV.
~ = HOLE. 681 A

f 8. PUSH FORWARD THEN PULL BACKWARD TO
FILL PREVIOUS HOLE. 3• STONE FILLED
ELEV. 678.0 GABION BASKETS
9. REMOVE THE PLANTING BAR AND FIRM UP
THE OPENING WITH THE HEEL. FILTER FABRIC
s 10 10. FIRM THE SOIL AROUND THE TREE WITH THE 5 FOOT. BE CAREFUL TO AVOID DAMAGING
THE TREE.
SECTION A
~ ~ - ~ ~ ~ ~ ~ ~
-
- ELEV. 684A

'~a ,
ELEV.
681A
1 ~
i 3•
ELEV. 677.0 I - - - - - -
L=10'
STONE FILLED ~ FILTER FABRIC
GABION BASKETS ~ S i
4' B B
SECTION B
m FLOW u
3
A
r ELEV. 684.0
ti~
RIF RIP RAP STABILIZATION MAXIMUM
~ 4 4
1 1 „ 12" THICK FLOW B ELEV. 681.0 SLOPE
6 PLAN 1~_ ELEV. 680.0
b EXISTING k EXISTING
k k DITCH CHANNEL CHANNEL - ~ ~
w ~ w
~ Q x w 3' A
3 ~ O b ~O
vi ~ FILTER FABRIC B
d + F O STONE FILLED
w Z_ OQ GABION BASKETS
w ~ SWALE CR - N F~ m cn
OW N.T.S.
a ~ D=0.6 ELEV.= 682.6 LONGITUDINAL SECTION
0 3 3
~ ' ~ ~ ~ - ELEV.= 682.0 LOUIS BERGER WETLAND BANK
~1 1 ~ 0 U
y
3 - 9 OUTLET STRUCTURE DETAIL WETLAND AND STREAM
FILTER FABRIC STONE, d50 = 8" N.T.S. RESTORATION CONSTRUCTION PLANS

F
4 H(~MFSTFAI~ SITF
a SECTION B-B
0 DETAILS
A U
z
THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
CHK. BY. xxx PREFORMED SCOUR HOLE x 1513 Walnut Street Suite 250 (~O6
w DES. BY: xxx N. T. S.
a w DR. BY: xxx Cary, North Carolina 27511 15
Q DATE: DECEMBER 2002
ENG. IN CHARGE: XXX U REVISION BY CKD. DATE

_ il~-
1 r
~ t ~ _ ~ ~ ~
~ ~ _ i , - _ _ ~ _
~
- _ u ,
- _ ~
~ _ _ j ,
~ ,
. _
~ ,r, _ ~ , ` - _ - _ r' ~
W _ . _ _ ~ . ~ _ , - ~ - ; _ - ;
~ , . _ t - ,
_ ~ ~ - t ~ ~ ti ~ i;,~ - i _ ~ r
, ~ ~ ! ` ~ 't`.~. _ _
,i ~ ~ ~ _
~ i t 1 Y ~ - - ~ ~ ~
~ t i ` / - - i j , _ ~ ~
i _ _ _ -
y ~ , ~ \ r = ~ ~ j -
~0 R'U ~ ~ ~3 LF ~ _ _ " ~ - _ ~ -
,f~f! IN%~54:~~~' ~ t .
_ ~ GN~/;'O~f 1A ti _ ~ = ~ - ~ ~ ~ ~ ,
~ - _ ~ - - ~ , - _ _ - ~
. , _ - - ~ ~
- _ _ _ ,
- / ~ ~ - ~ ~
_ , . ~ON~TRUCT` RIPRAP ~ ~ ,
-S1TE-"~iC~S ~ ~ ~ ~ aT PIP OUTLET _ _
. a - - ~EME~dT' - 64 ; - $EE NOTE 3 . . r 1 _ - ~ _ - , _ ~ _ ~ t~ .
) - „ ~ , . _ - F _ -
CONS C ~ ~ _ _
F R4PftA AT - , . ~ -
PIPE QI~T~~ . _ ~ _ -
S ~C+~TE 3 ~ ~ a-
~E~(ISTI G~ ~~1~-VE~~ _ ~ ~
~TO~ -EMAI ~ - ~ r _ _ - ~ . =r" ~ CONSTRUCT QTR _ - - - - - _ _ - _ ~ _
r ~ ~ - . SE~~ fVOTE ~ , _ , _ ~ -
_ - m . _ -
653.2? r ~ - _ ~ _ - ~
_ ~ _ _ _ ~ -
0, ~ T ~ ,
S O+Op.0 - ~ - _ - ~ - _ -
BEG `,STR
_ ~5~;2fi? i
652.7.0 _ ~ ~ ~ ~ ~6~1.70 STA. 31 +34.36
650.20 0 ~ ~ _ ` ~ - ~ D STREAM N
r r ! 7 CA i o0 07 - SWA BEGIN WETLAND BANK
y F ~ _ - s 648.50 BOUNDARY
O _ 649.70 U _ 0 _ 0 48.00
- _ 649':Qfl~
i f 648.00. 648.00
x " ~ , ~ 6
- ! f / A 2S 9
650.70 648.50
648.00 0
/ 0 0
~ 0 649.00 ~0 4
~ 65 r~ ~•0 ~ S NSF
I ~J CONSTRUCT . WA '`649.50
1 ~ ~ ~ ~ ~ ! i r _ ~ ~ f 1 ~ i ~ I ~ ~
r' - ~ ~ ! ~ ~l I r ! - , ~ ~ i~ ~ ~
- - ~ ~ -
i i~ j ~ i - -
~ l STA. 39+D~ .70 i4~.50 c
, END SWAL~
650Q0 - - ,
_ i 651-.Ode,
r ~ ~ ~ ~ ~ 1 , , _ _ _ - - _
' _ _ ~``"'sue ~o - _ ~
_ .__1 i _ a.~ ._--~.,a s a- . - - _ _ , _ - ~r- _ - _ r~ - _ _ _ .
.yCl._.. ~ `----ems - - _ ~ n _ _ - - _ _ _ a _ ~ -s_ _ - z~ _ -
1 ~ ~ ~ ~ SECOND CREEK
r C 1 / 1 D _ _ _ _
` F O ~ ~ ~ _ _ _ _
_ 6 - _ - _ ~ _ _ . ~ ~ _ - _ _ _ ~ _ . - _ VV€tR~^ REST ELEV. 651.
. - ~ , ~
SEE NOTE
_ ~ " ~ ~ -
T CONSTRUC
, r STRUCTURE ELEU: 651: ~
` SEE NOTE 3 ` ~ ~ 1 i
3 b - ~ ~ . r
k - ' ~ s. -
r W ~ i w ' -
N , . ? k
3
b - z r ~ ~ - =
a
~ ~
A
~ ~ -

~ NOTES: a
0
2U F m
1. BASE TOPOGRAPHIC MAPPING DEVELOPED FROM FIELD SURVEY BY U
SHULENBURGER SURVEYING COMPANY DATED FEBRUARY 06, 2002.
g HORIZONTAL DATUM IS NORTH CAROLINA STATE PLANE COORDINATES, EARTHV~ EARTHWORK SUMMARY
M
" NORTH AMERICAN DATUM 1983 (NAD83) IN FEET. VERTICAL DATUM IS LEGEND CUT V / OLUME. _UME: 23,000 CU.YDS.
~IATI(1AIA1 rC(1nCTlr \lCDTIrAI nATI IAA (1C 1(1'1(1 ~nirvn~~\ Inl CCCT
IV/'111VIV/'1L VLVULIIV VLI\II\/\L LiMiVfVI VI 17L.7 `IVVVVL?~ IIV 1 LLI. FILL VOLUME. UME: 23,000 cu.YDs. RESTORATION CONSTRUCTION PLANS
JURISDICTIONAL WETLAND - 0.2 ACRE NET: 2. SEE SHEET 9 FOR TYPICAL SECTIONS C-C AND D_D . BALANCE
v SECOND CREEK SITE
3. SEE SHEET 11 FOR TYPICAL SWALE CROSS-SECTION RIPRAP AT PIPE
x
681.5 INVERT ELEVATION ALONG OUTLET, INLET STRUCTURE, AND OUTLET STRUCTURE DETAILS.
o X STREAM/SWALE CENTERLINE GRA GRAPHIC SCALE GRADING PLAN
A 4. SEE SHEETS 13 AND 15 FOR TYPICAL STREAM REACH, TYPICAL STREAM z 648.0 ,oo 0 50 ,o( 50 100 200 4-00
SPOT ELEVATION SECTIONS, AND STREAM PROFILE.
U CHK. BY: xxx THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
4 DES. BY: 5. WETLAND BOUNDARY DELINEATED IN MAY, 2001 AND JURISDICTIONAL ( IN FEET) ~ 1513 Walnut Street Suite 250 ('077
a xxx DETERMINATION ISSUED BY U.S. ARMY CORPS OF ENGINEERS IN MAY 1 1 inch = 100 [t
w DR. BY: xxx MAY,
A 2002. REVISION BY CKD. DATE Cary, North Carolina 27511 15 DATE: DECEMBER 2002
UENG. IN CHARGE: XXX

I i ; / / ~ I r ~ ~ / i /
~ ~ ~ ~ rn~ li i I
~ ~ ~ i ''r~ ~ ~ ~ ~ ~
_ ~
" / ; 1
- ~ ~ _ - ~ ;
i
_ ~ ~ ~ / ,
` / t ~ 1 ~ ~ ~ ~ / - r -
- ~ - ti ~ ~ ~ - _ _ , l / ~ ~ -
X ' ~ ~ r ~ ~ V V ~ ~ ~-i` _ a` _ _ i
X ~ X \ 1 , ~ V~V ~V ~ ~ ~ . r ~ \ ~ /
. ~ X EON$TRUCT 33 LF ` x ~ A. rs._, _ ~ - ~ 1 ~ , ~ ~ ~
_ ~ _ ~ ~ / ~ ~ - ~ _ -
-f~ ~ 2 01A. ,HOPE -PIPE - ~`CO x STRUCT RI~RA~ fiVV: IN 654.5 ~ , i F _ ~ i i ~ ~ ~ ~A ~ _ ~
AT SIP 0 LET X INV. ~o~T s5~.a ~ ~ X x X x ~ ~ / _ - y _ ~ ~ ~ti ~ i A
. x x x XX XX x ~ ~ ~ ~ / F = r . ~ - ~ " _ ~ ~ _ ~ i ~ i _ ~ ~ . A
1 ~ ~ ~ ~ ~
X XX XX Xx XX XX X ~ y v _ _ _ - _ - ~ ~ . p. - ~ ~ ~ _
Xx XX XX XX . ~ ~ _ _ - ~
X x X x X x X x _ - i _ ~ -
SITE ,~cCESs X x x X X X X ~ _
X X X x EAS.EM€NT X X X X X X X X 4 a, ,/f
X X X X X X X X _ , , _ _ ~
x ~ X X X X X X CONSTf~UCT x, x x x x X x_ X x X X X X X X C_ _ _
iP AT x x x x ~ - _ _
PIPE OUTL~' X x X x X x X x X x X x _ ti - - . _ X ~ - ~ -
x x x x X x x X x x X x X x X x x X _ ~ _ _
EXISTING CI~LVERT x x ' X x x x X x X x X x X X x x X x X x X x X x _ - - _ ~
0~ EMAIN;~y, j ~ ~ x x x ~x x X x X x X x X x X x X x X , ~ \ r ~ _ - X
,X x x -X x X x x X x X x X , _r-- - ~ ~ ?6_-_ - - ~ , . w -
X X X x X x x x X X ~ - ~ - , X X ~ ~ X -
x x x x x x X X X X X x X x X x X X X ~ _ ~ _ _
x x x x X x x X X X X X X , , - ~ ~ X X
x, x X x X x x x ~.X X X x X X X x X x X X X ,
SfiA. ~~,O+OO.Op x ~ x x x X X X X X X ~ X ~ ~ X
x x X X X ~ X X x X BEG STR ,M x x x X ~ - X ~ -
x .x-~~. x x x x x x ~~x _ x x ~ ~ ~ _
x X x X X X x
X X x ~ x ~ x X X ~ X X
x .3 .
x x X X x X _ X WETLAND BANK
,c ,c x x
BOUNDARY
x ~ ~,,X ~ i
1
I
1 ~ ,

~ V`
R ~ W ~i
t 'I
r
i i
A. .7
~ D
, ti _ _
r
_ ~ - _
- - , SECOND CR EEK D
C
_ _ -
aSTRllG~= T STRU TUR _ _ _ . - -WEtR" ~ ELEV. 651.5 - -
3
b ~ ~ STRUCTURE ELEV:~ 651.5- ; ~ ~ ~ k _ - r - CO STRUCT P
S~Lr NOTE ~ k ~ ~ r
. ~ w ~ - m ~ - - ~ ~
k r Op F
3 ~ - b y -
~

z o .
. -
] ~ -
z
0 U b
m
N ~ ~ i
QI _ ri
,cy~
J~+ N ri
° U
IVJ V
9
M O 0
(v N S TR U CT ION SUM MA RY ~ NOT E. x
U b NO ACTION 5.9ac
U ° 1. SEE SHEET 9 FOR TYPICAL SECTIONS C-C' AND D-D'. -D'.
N X
X STRIP-CUT-RFPI Af`F 1 1
c StI:VNU (.:KttK 51 I t
STRIP-COMPACT-REPLACE 26.7ac
A GRAPHIC SCALE
U Z- TOTAL AREA toU o 50 100 200 400 CONSTRUCTION AREAS
c FILL AND COMPACT 4.8ac
49.Oac CHK. BY: xxx
04 w DES. BY: xxx ( IN FEET ) THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
1 inch = 100 ft 1513 Walnut Street Suite 250 pg
DR. BY: xxx A Cary, North Carolina 27511
A ENG. IN CHARGE: XXX U
DATE: DECEMBER 2002 15 REVISION BY CKD. DATE

FILL AND COMPACT
STRIP-CUT-REPLACE FILL AND _I _
COMPACT STRIP-COMPACT-REPLACE I ~ NO ACTION--j
655 ~ ~
655
3 12° TOPSOIL
1 FINISHED GROUND
z a, 3
~ ° 650 - z ~ _ - z~, -
oz
Q„ 650 z ~
w J w ~z Q~
W ~
w~ J w
W w L~
645
645
0+00 1+00 2+00 3+00
4+00 5+00 6+00 7+00 8+00
TYPICAL SECTION C- AS SHOW STRIP-COMPACT-REPLACE FILL AND )N C-C'
AS SHOWN
VERTICAL SCALE
3 1.5 3 8 12
( IN FEET )
1 inch = 3 N,.
HORIZONTAL SCALE
~s ~ ~
(IN FEET' ) 1 inch = 30 ft
FILL AND COMPACT
AND L STRIP-COMPACT-REPLACE I
COMPACT ACT I I NO ACTION--{
655
655
FINISHED GROUND _ 12" TOP z~ 3
12" TOPSOIL
3
N
~ ° 650 ~ _ _ z~ _ _ ~r z~ N _ - - 650 v~
oz
a" z~
w~ ~w ~z Q~
ww
3 w~
J w w w Li
645
S
?3 645
J
V
D 6 0+00 1+00 2+00 3+00 4+00
~+00 5+00 6+00 7+00
2~
5
TYPICAL SECTION D- ~N D-D'
AS SHO 3 AS SHOWN
9
LOUIS BERGER WETLAND BANK
`e U
WETLAND AND STREAM
S RESTORATION CONSTRUCTION PLANS
w C
x b m SECOND CREEK SITE
F
Q
U z TYPICAL SECTIONS
r.
U a CHK. BY: xxx
THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
w DES. BY: xxx w DR. BY: 1513 Walnut Street Suite 250 r09'~~
A xxx
A ENG. IN CHARGE: XXX U Cary, North Carolina 27511 15
REVISION BY CKD. DATE DATE: DECEMBER 2002

IF
z�
J�i. �ljv�w
PLANTING NOTES:
1. ROOTS FOR ALL TREES AND SHRUBS SHALL BE BARE ROOT/TUBLING.
2 CALIPER AND HEIGHT FOR AL
GRAPHIC SCALE
100 200
L BARE ROOT PLANTS SHALL BE A MINIMUM Y4—INCH ROOT COLLAR AND 1 TO 2 FEET HIGH. ( IN FEET )
PLANTING TABLE 3. THE CONTRACTOR SHALL SUBMIT COPIES OF THE PLANT MATERIAL ORDERS TO THE LOUIS BERGER GROUP, INC. (BERGER) AT 1 inch = 100 ft.
PLANT
SPECIES
COMMON
SPACING
QUANTITY
FORESTED WETLAND
EMERGENT WETLAND
TOTAL
A
—
NAME
(0 C.)
PER ACRE
ACREAGE
QUANTITY
OPEN WATER
QUERCUS PALUSTRIS
PIN OAK
18'
130
37.8
4,914
5.1 ac
QUERCUS PHELLOS
WILLOW OAK
a _ _
130
37.8
4,914
PANICUM CLANDESTINUM
QUERCUS MICHAUXII
SWAMP
CHESTNUT OAK
22'
90
37.8
3,402
700
NYSSA SYLVATICA
SWAMP
BLACKGUM
22'
90
37.8
3,402
TOTAL
2,100
FORESTED
FRAXINUS
WETLAND
PENNSYLVANICA
GREEN ASH
21'
100
37.8
3,780
CLETHRA ALNIFOLIA
SWEET
PEPPERBUSH
33'
40
IF
z�
J�i. �ljv�w
PLANTING NOTES:
1. ROOTS FOR ALL TREES AND SHRUBS SHALL BE BARE ROOT/TUBLING.
2 CALIPER AND HEIGHT FOR AL
GRAPHIC SCALE
100 200
L BARE ROOT PLANTS SHALL BE A MINIMUM Y4—INCH ROOT COLLAR AND 1 TO 2 FEET HIGH. ( IN FEET )
PLANTING TABLE 3. THE CONTRACTOR SHALL SUBMIT COPIES OF THE PLANT MATERIAL ORDERS TO THE LOUIS BERGER GROUP, INC. (BERGER) AT 1 inch = 100 ft.
PLANT
SPECIES
COMMON
SPACING
QUANTITY
FORESTED WETLAND
EMERGENT WETLAND
TOTAL
COMMUNITY
—
NAME
(0 C.)
PER ACRE
ACREAGE
QUANTITY
OPEN WATER
QUERCUS PALUSTRIS
PIN OAK
18'
130
37.8
4,914
5.1 ac
QUERCUS PHELLOS
WILLOW OAK
18'
130
37.8
4,914
PANICUM CLANDESTINUM
QUERCUS MICHAUXII
SWAMP
CHESTNUT OAK
22'
90
37.8
3,402
700
NYSSA SYLVATICA
SWAMP
BLACKGUM
22'
90
37.8
3,402
TOTAL
2,100
FORESTED
FRAXINUS
WETLAND
PENNSYLVANICA
GREEN ASH
21'
100
37.8
3,780
CLETHRA ALNIFOLIA
SWEET
PEPPERBUSH
33'
40
37.8
1,512
CORNUS AMOMUM
SILKY DOGWOOD
30'
50
37.8
1,890
VIBURNUM NUDUM
POSSAMHAW
VIBURNUM
30'
50
37.8
1,890
TOTAL
680
25,704
QUERCUS ALBA
WHITE OAK
21'
100
5.1
510
QUERCUS RUBRA
RED OAK
21'
100
5.1
510
UPLAND
CARYA CORDIFORMES
BITTERNUT
HICKORY
21,
100
5.1
510
BUFFER
LIRIODENDRON
TULIPIFERA
YELLOW POPLAR
21'
100
5.1
510
PINUS VIRGINIANA
VIRGINIA PINE
21'
100
5.1
510
TOTAL
500
2,500
LEAST TWO MONTHS PRIOR TO THE PROPOSED PLANTING DATE.
4. ALL PLANT STOCK WILL BE INSPECTED ON—SITE PRIOR TO INSTALLATION. PLANTING STOCK NOT MEETING SPECIFICATIONS WILL
NOT BE PLANTED AND SHALL BE REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.
5. THE INSTALLATION OF BARE ROOT TREE SAPLINGS SHALL BE WITH AN OST BAR, KBC BAR OR HOEDAD. SEE SHEET 11 FOR
ACCEPTABLE METHODS FOR INSTALLATION OF BARE ROOT SAPLINGS.
6. ALL PLANT MATERIAL SHALL BE ESTABLISHED IN A NATURALIZED PATTERN. NATURALIZED PLANTING SHALL RESULT IN A
RELATIVELY EVEN DISTRIBUTION OF EACH SPECIES ACROSS THE PLANTING AREA AT THE SPECIFIED DENSITY. UNEVEN DISTRIBUTION
OF SPECIES OR MONOCULTURES SHALL NOT BE ACCEPTED. ALL PLANTS SHALL BE PLACED IN THE HIGHEST POSSIBLE
MICROTOPOGRAPHIC POSITIONS.
7. FOR STREAMBANKS, JUTE MATTING SHALL BE INSTALLED ALONG THE ENTIRE LENGTH OF THE RESTORED STREAM CHANNEL,
BEGINNING AT THE TOP OF THE BANK AND EXTENDING INTO THE FLOODPLAIN. JUTE MATTING SHALL BE PLACED IMMEDIATELY
FOLLOWING FINAL GRADING AND SEEDING. JUTE MATTING SHALL CONSIST OF 100% BIODEGRADABLE WOVEN COCONUT FIBER BLANKET
WITH COTTON THREAD MATTING.
8. FOR STREAM BANK PLANTING, ALL SHRUBS SHALL BE LIVE STAKES BEWTEEN 0.5 TO 2 INCH IN DIAMETER AND 2 TO 4 FEET IN
LENGTH. BASAL ENDS SHALL BE CUT AT A 45—DEGREE ANGLE TO FACILITATE PLANTING. PLANTING AREAS SHALL BEGIN AT THE TOP
OF BANK AND EXTEND OUTWARD NO MORE THAN 3 FEET.
9. LIVE STAKES SHALL BE INSTALLED THROUGH THE JUTE MAT USING 3—FOOT TRIANGULAR SPACING, ALTERNATING BETWEEN THE
SPECIFIED PLANT SPECIES. THE LIVE STAKES SHALL BE INSTALLED ON A SLIGHT ANGLE FACING DOWNSTREAM WITH 4/5 OF THE LENGTH
OF THE STAKE BELOW GROUND AND THE SOIL FIRMLY PACKED AROUND THE STAKE.
10. THE ESTABLISHMENT PERIOD FOR BARE ROOT TREES, SHRUBS, AND LIVE STAKES IS FROM DECEMBER 15 TO MARCH 15.
SEEDING NOTES.-
1.
OTES:
1. THE PROPOSED WETLAND AREAS, UPLAND BUFFER AND ANY OTHER AREA OF SOIL DISTURBANCE SHALL
BE SEEDED WITH THE SPECIFIED SEED MIX.
2. THE SEED BED IN UPLAND AREAS SHALL BE PREPARED BY DISCING TO A DEPTH OF 4 INCHES.
3. THE SEEDING PROGRAM SHALL INCLUDE THE APPLICATION AND INCORPORATION OF A SLOW RELEASE
NON—WATER SOLUBLE) FERTILIZER WITH A RATIO OF 5-10-0 AT A RATE OF 250 LBS./ACRE.
4. SEED SHALL BE EVENLY SPREAD EITHER BY HAND OR MECHANICAL MEANS AT THE SPECIFIED RATE.
THE SEED SHALL BE APPLIED SEPARATELY FROM THE FERTILIZER.
5. IMMEDIATELY FOLLOWING SEEDING, SEED SHALL BE INCORPORATED INTO SOIL.
WET MEADOW SEED MIXTURE
SPECIES
PLANTING AREAS
PERCENT MIN.
QUANTITY
//Zz
FORESTED WETLAND
EMERGENT WETLAND
37.8ac
0.4ac
0 0
0 0
—
EXISTING WETLAND
(ENHANCED)
FORESTED LEVEE
0.2ac
3.5ac
- - - _ _
LOLIUM MULTIFLORUM
98
OPEN WATER
1.6ac
AGROSTIS ALBA
STREAM RESTORATION
0.4ac
\
UPLAND BUFFER
5.1 ac
TOTAL AREA
49.Oac
WET MEADOW SEED MIXTURE
SPECIES
PERCENT
PERCENT MIN.
QUANTITY
LINEAR FEET
MIN.PURITY
GERMINATION
PER ACRE
NAME
(O.C.)
LBS.
LOLIUM MULTIFLORUM
98
90
30
AGROSTIS ALBA
92
90
4
PANICUM VIRGATUM
VAR. SHELTER PLS
95
80
3
PANICUM CLANDESTINUM
95
75
2
VAR. TIOGA
g'
6,270
700
WETLAND SEED MIX I
N A
N/A
2
NOTE: THE WETLAND SEED MIX SHALL BE COMPOSED OF AT
LEAST FIVE OF THE FOLLOWING SPECIES: NEW ENGLAND ASTER
(ASTER NOVAE—ANGLIAE), PURPLE STEMMED ASTER (ASTER
PUNICEUS), LURID SEDGE (CAREX LURIDA), FOX SEDGE (CAREX
VULPINOIDEA), BONESET (EUPATORIUM PERFOLIATUM),
GRASS—LEAVED GOLDENROD (EUTHAMIA GRAMINIFOLIA), GREEN
BULRUSH (SCIRPUS ATROVIRENS), WOOLGRASS (SCIRPUS
CYPERINUS), BLUE VERVAIN (VERBENA HASTATA) AND NEW YORK
IRONWEED (VERNONIA NOVEBORACENSIS).
PLANTING TABLE, STREAM BANKS
PLANT
SPECIES
COMMON
SPACING
LINEAR FEET
TOTAL
COMMUNITY
NAME
(O.C.)
QUANTITY
ALNUS SP.
ALDER
9'
6,270
700
STREAM
BANK
CORNUS AMOMUM
SILKY DOGWOOD
g'
6,270
700
SALIX NIGRA
WILLOW
9'
6,270
700
TOTAL
2,100

2"x6" PRESURE-TREATED STONE FILLED
TIMBER PLANKS, GABION (TYP.) REFORESTATION REFORESTATION
(3) EACH
FLOW LE BAR PLANTING PROCEDURE WITH HOEDAD PLANTING PROCEDURE WITH KBC OST BAR DIBB
GALV. STEEL 651.5 2
FRAME P A BAR STRAIGHT DOWN 1 1. STRIKE BLADE ALMOST VERTICALLY, FULL 1. INSERT THE L NTING F DEPTH OF THE DEPTH OF BLADE, INTO THE SOIL. PULL UP
650.0 ~ INTO THE SOIL TO THE ULL BLADE AND PULL BACK ON THE HANDLE TO ON THE HANDLE TO BREAK THE SOIL LOOSE
r 649.0 AT THE BOTTOM OF THE HOLE. CAUTION - OPEN THE PLANTING HOLE. (DO NOT ROCK ;
~d,. 648.0 THE PLANTING BAR BACK AND FORTH AS AVOID RAISING THE HANDLE MORE THAN A
4 4 ~ ~ _ RIPRAP - THIS CAUSES SOIL IN THE PLANTING HOLE FEW INCHES. OTHERWISE THE HOLE WILL
~ ~ ~ - - 1 1 FILL WITH SOIL AND THE TREE WILL BE TO BE COMPACTED, INHIBITING GROWTH.)
~ SHALLOW ROOTED.
~ 646.0 ~ - ~ ,.T~~_ 3 4 2. REMOVE THE PLANTING BAR AND PUSH THE
12 FILTER TREE ROOTS DEEP INTO THE PLANTING HOLE. 2 2. SLIDE HAND DOWN HANDLE ALMOST TO THE PULL THE TREE BACK UP TO THE CORRECT BLADE. PULL BACK AND DOWN ON THE
r 645.0 l-_~_~.1- FABIC ~ HANDLE TO FORM A POCKET ON THE FAR PLANTING DEPTH. GENTLY SHAKE THE TREE ~ ~
. , TREE TO ALLOW THE ROOT TO STRAIGHTEN SIDE OF THE BLADE. WITH THE OTHER
~ 3 FILTER ~ OUT. DO NOT TWIST OR SPIN THE TREE OR HAND, IMMEDIATELY PLACE THE TREE : -
641.0 FABIC <'.G; ~ ROOTS INTO THE POCKET TO THE FULL LEAVE THE ROOTS J-ROOTED.
` ~ ~ DEPTH OF THE HOLE. F,
3. INSERT THE PLANTING BAR SEVERAL INCHES 3. HOLD TREE IN PLACE WHILE SLIDING THE
AI N DET L CTIO SE OSS CR WALE S CAL P TY 20 ± IN FRONT OF THE TREE AND PUSH THE 5 s BLADE HALFWAY INTO THE SOIL. TWIST AND s HOEDAD BLADE OUT OF THE HOLE. LOOSE
N.T.S. PUSH THE HANDLE FORWARD TO CLOSE THE SOIL SHOULD FALL INTO THE HOLE, HOLDING
w: TOP OF THE SLIT TO HOLD THE TREE IN TREE IN PLACE.
- A-A ~ PLACE. I `
SECTION UCTURE UTLET STR 0 .4 ' 4. PULL BLADE COMPLETELY OUT OF THE HOLE
N.T.S. 4. PUSH THE PLANTING BAR DOWN TO THE ; AND PUSH SOIL AGAINST PLANTED TREE
FULL DEPTH OF THE BLADE. ~ s:,,. WITH THE TIP OF THE BLADE.
FLOW it
THE HANDLE TO CLOSE THE S. USE FOOT TO FIRM THE SOIL AGAINST THE 5. PULL BACK ON
A 7 a BOTTOM OF THE PLANTING HOLE. TREE. DO NOT STEP ON OR BRUISE TREE 4 WITH YOUR FOOT.
6. PUSH FORWARD ON THE HANDLE TO FIRM
- ~ SOIL ON TOP OF ROOTS AND TO CLIMINATE \ -
AIR POCKETS AROUND THE ROOT.
60' 7. INSERT PLANTING BAR 2 INCHES FROM LAST ~ r
~ HOLE. M ~.c
6' GABIONS 3 EA. TYP. RD THEN PULL BACKWARD TO 8. PUSH FORWA ,
9 10 FILL PREVIOUS HOLE. e
9' TYP 9. REMOVE THE PLANTING BAR AND FIRM UP
~ ~ ~ ~ THE OPENING WITH THE HEEL.
TIMBER PLANKS IN GALV. STEEL FRAME w~
~ ~ 10. FIRM THE SOIL AROUND THE TREE WITH THE r
FOOT. BE CAREFUL TO AVOID DAMAGING ~
B THE TREE. wi , r£.,
B
~c~~ , t_
4 X D OUTLET W/DITCH OUTLET W10 DITCH
D CLASS 'B' AIP AAP CLASS I RIP RAP CLASS 'B' RIP RAP CLASS I RIP RAP
A ~ TONS FAR= S.Y. TONS FAY= TONS FAY=~ S.Y. TONS F8 .Y.
A ° 12" 2 5 5 2 5 1 4 2 1 4 ~ ~ "W" a o 15 2 7 7 3 7 1 5 3 2 8
3' IYP. ~ 18" 3 10 9 4 10 2 7 4 2 8
o ' a a 24" 5 14 15 7 15 3 11 7 4 12
~ a 30" B 21 21 11 22 5 18 11 7 17 1g" FILTER 38" 11 28 29 15 30 7 22 18 10 23
FABRIC 42" 15 37 39 2O 39 10 28 22 13 30
A D u 48" - - 49 26 50 - - 28 17 38
~ 54" - - 60 33 62 - 36 21 47 CHANNEL WITH CLASS I RIP RAP* - - - s0" - - 73 40 75 - - 44 26 58
c - - - - - - - 86" - - 87 48 89 - - 54 32 67
72" - - 102 57 104 - - 64 38 78
2' G - NOTE: 4 X D
27' - @ FOR CALCULATION PURPOSES _ _ _ _ _ _ _ _ _ _ CLASS B' RIP RAP = 100 LBS./FTC
c CLASS I RIP RAP = 105 LBS./FT Q
ta" i - N 24" PLA TU R UTLET TRU 0 18'~ MIN. CLASS I BED LEVEL 2 X D n 24 MIN. CLASS II
@ x FILTER J FABRIC B 1 B
N.T.S. D
CHANNEL WITH CLASS I OR CLASS II RIP RAP A ~
LENGTH OF DITCH P~N
A
D SLOPE 11:1 OR FLATTER
18" MIN. CLASS I .FILTER 4'-0" CLASS II o
2"x6" PRESURE-TREATED le" NI"' 24" MIN. COMPACTED EARTH FILL TIMBER PLANKS IN GALV. RTH FILL 24" MIN. CLASS II FABRIC 2'-0" CLASS I LONGITUDINAL SECTION AA, BB, OR CC a n
COMPACTED EA CLASS I 1 D
STEEL FRAME LONGITUDINAL SECTION A-A, B-B OR C-C ,,,W" „X„ H 2
P ROP. GRADE ELEV. 651.5 - _:~p/ / GENERAL NI 0'-5' BED LEVEL ~ ~ GENERAL NOTES: T PLAN
_ _ 1. USE RII _ . _ ~ _ _ _ - r ~ SHONM 1 1. USE RIP-RAP IN CHANNEL BED WHERE g-10 12 n SHOWN ON PLANS. 11'-20' 18" FILTER FABRIC
ELEV. 650.0 z. IF sEOI f 2. IF BEDROCK IS ENCOUNTERED WITHIN THE LIMITS „ „ o a
I------------------------ ~ ~ ----------J OF THE ~ - - - OF THE TOEWALL, BEGIN TOEWALL ON THE BEDROCK *FOR Y DITCH W IS 0 SECTION A-A T OR AS DIRECTED BY THE ENGINEER. CLASS II PIPE OUTLET WITH DITCH o a a
` 3. WHERE I ELEV: 648.5 3. WHERE ONLY ONE SIDE REQUIRES RIP-RAP I OR
II LI. 'II' LIST STATION AND SIDE OF SAME. aW" "Xu ALL 3g" H= RIP RAP TO TOP OF PIPE (MAX. H = D + T) FILTER FABRIC
i ~ i T= 15 CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS SECTION B-B T= 12" CLASS 'B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
PIPE OUTLET WITHOUT DITCH
FILTER FABRIC COMPACTED EARTH FILL 3 b
k k k TS 0 UTLE FOR PIPE RIPRAP
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
STANDARD DETAILS NUMBERS 876.01 8c 876.02
- - RESTATION -PLANTING CRITERIi REFO ATION B B ELEV k TRUCTURE 0 UTLET S CRITERIA N.T.S.
3 b N.T.S.
a ROOT COLLAR ~ ROOT COLLAR
A R b ~

12 1. - a
° 8 8 REGRADED WETLAND ~ ROOT COLLAR
1 1 o EL. 651.0
N RIPRAP
~ / \ 3
9 / \ T00 DEEP T00 SHALLOW ~ FILTER FABRIC SHALLOW ROOTS BENT
\ x (J-ROOT)
\ ROOT CO x Rn~r cal I aR ROOT COLLAR ~ ROOT COLLAR
~~e-rn~n-rin~l r`n~ICTG?I Ir`Tln~l pl
U 1\L`71 VI\/"% I IVIY VVIYV 11\VV I IVIr 1 L/~IrV
SECOND CREEK SITE
a 1 p ,-7_
g CROSS-SECTION DETAILS
U
PROPER PLANTING AIR POCKETS :ETS ANGLED PLANTING ~ THE LOUIS BERGER GROUP, INC.
CHK.BY: xxx STABILIZED INLET BERM DETAIL N.T.S. 1513 Walnut Street Suite 250 SCALE: AS SHOWN 1 1
W DES. BY: xxx
LL DR. BY: xxac N.T.S. UNACCEPTABLE 0 TABLE PLANTING Cary, North Carolina 27511 15
N.T.S. aevisioN BY CKD. DATE DATE: DECEMBER 2002
~ ENG. IN CHARGE: XXX

FLOODPLAIN WETLAND 7.5'
ELEV. TYP. 6.2' ( ) i
OUTSIDE BEND 7.5'
~ OF CHANNEL FLOODPLAIN WETLAND FLOODPLAIN WETLAND OUTSIDE BEND ELEV. TYP.
1
1 ELEV. (NP.) ~ OF CHANNEL
1 2 T, 1 ~
BANKFULL 1.0 0.4 2 2~ T 2
ELEV. (TYP.} 1.0'
THALWEG
THALWEG ~ G ELEV.F(TYP.) ~ ~ ELEV.F(TYP.)
TYPICAL SECTION E-E' THALWEG
TYPICAL SECTION G-G'
POOL (LEFT-TURN TYPICAL SECTION I-I'
RIFFLE
POOL (RIGHT-TURN)
N 0 T E S
1. TYPICAL SECTIONS REPRESENT A G EN ERAL
CROSS-SECTION OF THE STREAM AT -
THE MID POINTS OF THE STREAM FEATURES.
2. THE CROSS-SECTIONAL SHAPES AND WIDTHS OF THE
POOLS SHALL REMAIN CONSTANT. SIDE V SLOPES SHOWN ARIES 6.2 TO 7.5
ARE APPROXIMATE. ~ VARIES 6.2' TO 7.5'
FLOODPLAIN WETLAND
ELEV. (TYP.) 3. THE CROSS-SECTIONAL SHAPES AN OUTSIDE BEND
D WIDTHS OF THE OUT. RIFFLES SHALL REMAIN CONSTANT. SID OF CHANNEL OUTSIDE BEND F 00 IN ET
E SLOPES SHOWN OF OF CHANNEL ELEV. (TYP.)
ARE APPROXIMATE.
4. SIDE SLOPES, WIDTHS, AND DEPTHS VARIES 0.4' TO 1.0' OF THE GLIDES BANKFULL
AND RUNS WILL VARY AS THEY TRANSI TION FROM POOL ELEV. TYP.
( ) TO RIFFLE AND RIFFLE TO POOL. BANKFULL
~ THALWEG THE THALWEG ~ ELEV. (NP.)
TYPICAL SECTION F-F'
GLIDE TYPICAL SECTION H-H'
RUN
3 b
k x K
w
w K GRAPHIC SCALE
3
vi
U W
( W FEET )
PI C A L ST R EA M SE CTI ON S a ~TIONS ' '°°h - ' f`
~ SCALE: 1 " = 1 ' = i,
a H
b

a
0
U
h
U
3 a LOUIS BERGER WETLAND BANK
U
v w x WETLAND AND STREAM
F w v
a RESTORATION CONSTRUCTION PLANS
c
x b m
HOMESTEAD SITE
0 Q
U z
C m
U CHK. BY: xxx TYPICAL STREAM SECTIONS
w DES. BY: xxx a
w DR. BY: xxx Q THE LOUIS BERGER GROUP, INC.
< ENG. IN CHARGE: 1513 Walnut Street Suite 250 SCALE: AS SHOWN 12
U XXX Cary, North Carolina 27511
15
REVISION sv CKD. DATE DATE: DECEMBER 2002

w
q
5
NOTES:
1. REACH SHOWN IS LOCATED BETWEEN `.
13+50.00 AND 15+50.00 AT THE SECONI
2. THE THALWEG IS DEFINED AS THE LIN[
DEEPEST POINTS ALONG THE STREAMBED.
0
GRAPHIC SCALE
2.5 5 10
( IN FEET )
1 inch = 5 ft.
FLOODPLAIN/WETLAND
ELEV. (TYP.)
BANKFULL
ELEV. (TYP.)
NOTES:
3
1. TYPICAL SECTIONS REPRESENT A GENERAL
CROSS—SECTION OF THE STREAM AT THE MID—POINTS OF
THE STREAM FEATURES.
2. THE CROSS—SECTIONAL SHAPES AND WIDTHS OF THE
POOLS SHALL REMAIN CONSTANT. SIDE SLOPES SHOWN
ARE APPROXIMATE.
3. THE CROSS—SECTIONAL SHAPES AND WIDTHS OF THE
RIFFLES SHALL REMAIN CONSTANT. SIDE SLOPES SHOWN
ARE APPROXIMATE. DEPTH OF RIFFLES BETWEEN STA.
0+00.00 AND STA. 26+75.53 SHALL BE 0.8'; DEPTH OF
RIFFLES BETWEEN STA. 26+75.53 AND STA. 31+34.36
SHALL BE 1.0'.
4. SIDE SLOPES, WIDTHS, AND DEPTHS OF THE GLIDES
AND RUNS WILL VARY AS THEY TRANSITION FROM POOL
TO RIFFLE AND RIFFLE TO POOL.
I A i =n
OW
�BANKF�ULL(TYP.)
TYPICAL STREAM R EAC H
SCALE: 1 " = 5'
6.6' 1
6.6' FLOODPLAIN WETLAND
FLOODPLAIN WETLAND � ELEV.
OUTSIDE BEND 5.5' ELEV. (TYP.) OUTSIDE BEND (TYP.)
OF CHANNEL OF CHANNEL
1
T 1
WBANKFULL
0.8' 2 2 3
1 BANKFULL
2.0' cL THALWEG ELEV. (TYP.) 2.0' 2 ELEV. (TYP.)
TYPICAL SECTION L—L'
TYPICAL SECTION J—J' THALWEG RIFFLE THALWEG TYPICAL SECTION N—N'
POOL (LEFT—TURN) POOL (RIGHT—TURN)
VARIES 5.5' TO 6.6' VARIES 5.5' TO 6.6'
FLOODPLAIN WETLAND FLOODPLAIN WETLAND
ELEV. (TYP.) OUTSIDE BEND OUTSIDE BEND ELEV. (TYP.)
OF CHANNEL OF CHANNEL
BANKFULL VARIES 0.8' TO 2.0' BANKFULL
ELEV. (TYP.) ELEV. (TYP.)
LOUIS BERGER WETLAND BANK
THALWEG THALWEG WETLAND AND STREAM
TYPICAL SECTION K—K' TYPICAL SECTION M -M' RESTORATION CONSTRUCTION PLANS
GRAPHIC SCALE GLIDE RUN SECOND CREEK SITE
0 0.5 1 2 4
TYPICAL STREAM REACH AND
( IN FEET) TYPICAL STREAM SECTIONS TYPICAL STREAM SECTIONS
1 inch = 1 ft. SCALE: 1 " = 1 '
THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
1513 Walnut Street Suite 250 rl 3
Cary, North Carolina 27511 15
REVISION BY CKD. DATE DATE: DECEMBER 2002
CHK. BY: xxx
DES. BY:
w
a
xxx
w
DR. BY: xxx
A
ENG. IN CHARGE:
I A i =n
OW
�BANKF�ULL(TYP.)
TYPICAL STREAM R EAC H
SCALE: 1 " = 5'
6.6' 1
6.6' FLOODPLAIN WETLAND
FLOODPLAIN WETLAND � ELEV.
OUTSIDE BEND 5.5' ELEV. (TYP.) OUTSIDE BEND (TYP.)
OF CHANNEL OF CHANNEL
1
T 1
WBANKFULL
0.8' 2 2 3
1 BANKFULL
2.0' cL THALWEG ELEV. (TYP.) 2.0' 2 ELEV. (TYP.)
TYPICAL SECTION L—L'
TYPICAL SECTION J—J' THALWEG RIFFLE THALWEG TYPICAL SECTION N—N'
POOL (LEFT—TURN) POOL (RIGHT—TURN)
VARIES 5.5' TO 6.6' VARIES 5.5' TO 6.6'
FLOODPLAIN WETLAND FLOODPLAIN WETLAND
ELEV. (TYP.) OUTSIDE BEND OUTSIDE BEND ELEV. (TYP.)
OF CHANNEL OF CHANNEL
BANKFULL VARIES 0.8' TO 2.0' BANKFULL
ELEV. (TYP.) ELEV. (TYP.)
LOUIS BERGER WETLAND BANK
THALWEG THALWEG WETLAND AND STREAM
TYPICAL SECTION K—K' TYPICAL SECTION M -M' RESTORATION CONSTRUCTION PLANS
GRAPHIC SCALE GLIDE RUN SECOND CREEK SITE
0 0.5 1 2 4
TYPICAL STREAM REACH AND
( IN FEET) TYPICAL STREAM SECTIONS TYPICAL STREAM SECTIONS
1 inch = 1 ft. SCALE: 1 " = 1 '
THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
1513 Walnut Street Suite 250 rl 3
Cary, North Carolina 27511 15
REVISION BY CKD. DATE DATE: DECEMBER 2002

BEGIN STREAM
AT PREFORMED SCOUR HOLE
o ~ OO NO Oo
ON
O ~rj ~ (~j
+00 OcD
II II
II II II II
> > Qw ~J Qw ~ J
(n W
c~nw cnw
- 687
687 -
N _ _ EXISTING _ - 685
0 685 - GROUND > _ BANKFULL
~ _ ELEV.
z 683 _ _ r_ _ _ - 683
- ~ - - _ _ _ 681
w -0.11% w 681 - -0.11
w (0.0011 FT/FT POOL RIFFLE RUN STREAM ~ ; O.OD11 FT FT ( / )
z 679 - TYP TYP. .:PROFILE... GLIDE - 679
- ( TYP. ( ) ( ) _ TYP. ( )
w 677 - _ - 677
J W
675 - - 675
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °o 0 0 0 0 0
0 0 0 0 0 0 0 0 ° ° + + + + +
+ + + + + + + + O ~ N r~ ~ ~ c0 i~ + + + p ~ N ~ d' ~ ~ ~
END STREAM AT
EXISTING WETLAND
~ ~ o M
N ~
00 O r- O N~ -.tom o ~O o~0 ~cD ~O
+p ~"O ~ + ~ + ~ ~
~ pp O 00 ~ N ~ N N c0
II II II II II II II II II
> > > > w W aJ I~-J
Q J Imo- J J W (n W (n W
(n W (n W
- 687
687 -
rn
N 685 - 0 - 685
> EXISTING
c.~ z 683 - GROUND 683 BANKFULL -
~ - - - _ -ELEV.
_ _ - _ - 681 _ _ _ - w - . - _ - _ - _ - - _ 681 - -
w - -0.13 _ _ _ 679
0. -0.15 ( 0013 FT/FT _ -0.16%
z 679 0.0015 FT FT - RIFFLE. ( / POOL RUN STREAM Gk - _ X0.39%
TYP. f - ( ) TYP. > TYP. ( 677 ( ) GLIDE (0.003 FT FT - PROFILE ) 677
w TYP. ( )
w 675 - - 675
0 0 0 0 0 0 o c 0 0 0 0 0 0 0 0 0 0
3 O O O O O O O c + + + + +
N ~ d" N N N N N
w
w w
k Oq
3 b z
a
a
b GRAPHIC SCALE
50 0 25 50 100 200
a
0
U ~ (1N FEET )
c 1 inch = 50 ft
HORIZONTAL SCALE
3
9
GRAPHIC SCA b
5 0 25 5 10 20
i i ~ i i I
a
IN FEET
1 inch = 5 ft. STREAM PROFILE
°n VERTICAL SCALE
U z
THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
CHK. BY: 1513 Walnut Street Suite 250 rl 4
x xxx
w DES. BY: xxx a
w DR. BY: xxx A REVISION BY CKD. DATE Cary, North Carolina 27511 15 DATE: DECEMBER 2002
A ENG. IN CHARGE: XXX
U

BEGIN STREAM
AT RIPRAP FOR.
PIPE OUTLET
O O N ~ o
00~ ~N ~N o
O pN ~N ~ ~o NQ ~N
O N ~ p N c0 cp ~ c0 + ~ O
O prj + ~ II II If II II II 11 II ~ O
O co II II II
w w > > it Ii Q J Q J Q w Q w II
Ul W (nW (lW ~J w > ~J QW
> !n W QW _ (n W W
~ J » » » » (nW W~ dW Wa. WW ~ ~
~ W
656 -
- 656
654 - - - N _ - -
_ BANKFULL - - o > _ ELEVATION - 654
c~ 652 - -0:46% _ -0.47 _ _ , _ _ ~ _ -
- - z (0.0046 ~ ) -0. 0.0047 42% _ ~ ~ _ - - - _ _ _ _ 652
-0 - - - - _ ~ 650 - (0.0042 FT 40% _
0.11% w (0.0040 FT w - 650
_ (0.0011 FT FT POOL ~ ) 648 RIFFLE STREAM ~ -0.10 RUN 0.0010 FT ~T
z TYP. ( ) _ (TYP.) PROFILE ~ ) TYP. GLIDE - 648
. 646 - ( ) (Tl'P.)
> w - 646
J _ w 644
644
642 -
o ° O O ° O ° ° O ° 0 0 0 0 o - 642
+ ~ + + + O O ° ° O o 0 0 O o o O O
O ~ N ~ ~ ~ cp ~ + + + + + + +
~ ~ O O ~ N r~ ~ ~ r ~
u/
p ~ O O O1^
+ dj 1~ O O u /
O~ N c0 T ,~y + M
v ~ W~ N t~ N c4?
II II II II II II
>
Qw I- J
(n W ~ J QW Ul W (n W
» 1~
WW W d. W a.
656 - - - 656
rn _
N 654
0 > - 654 -BAN~FULL
~ 652 - z L A
_ _ - 652
650 _ _ _ _ _ - W - ~ - 650
w - -0..08% - w _ 1 _
648 - (0.0008 FT FT -0.1..2%
z STREAM 0.1..2% _ POOL RIFFLE (0.0012 FT - 648 ).0012 FT/FT) ~ -0.22
_ PROFILE ~ • 646 - ~ ~ TYP. (TYP.) ( ) > - GLIDE RUN (0.0022 FT F7
w ~ ) (IYP) TYP. - 646 ( )
w 644 - _
t, - 644
642 - -
0 o O O O O O O o ° ° o o O 642 0 0 0 0 0 0-
o ° ° ° + + + + + + + + 0 0 0 0 0 0
~ ° ~ oo rn o ~ + N r~ r- ~ N N N N + + + + + + ~ ~ ~ ~ ~ ~
N N N N N N
END STREAM BEGIN SWALE END SWALE AT
OUTLET STRUCTURE
~ ~ ~ ~ ~ N
~ ~ ~ ~ cfl N ~ 00 ~O r+)O ~ ~
b O to ~ O ~ O o0 0 I~ O ao o r~i o o~ rno 0
k + pp O ~ N I~ O N~ se +00 +pp +pj O~ ~ ~ ~ d' ~ ~ ~ ~ ~ +o
w 00 ~ 00 ~ N O ~ c0 i") cD O O
II II II N II fi " fl II N II II II +
3 II II IF II a~ ~ ~ cD
z Ia-J Qw Qw Qw Qw Qw w w
a (nW ~ W I-J HJ I-J ~J a (n W Ul W (n W (n W ~J QJ ll II
~ » - - - - cn w cn w ~
q W W > > > > > > > > > > ~ W W W W W W W ~ W
c7 w~ cnw
~ 656 - _
- 656
654 -
o N O - 654
~ > BANKFULL WETLAND c~ 652 -
z ELEVATION ELEVATION _ . _ - 652
~ 3 ~ 650 - _ _ _ _ _ . _
..,,aW w - _ _ - r - 650
w - _ w 648 - 0.59
x 0.00% x z - :0.79% g FT Ff) ' - 648 005 (0.
_ 0.21 % 0.00% 0,49% .03% (0.0000 FT/FT) ~ _ 79 /
~ .646 - 0.00 0.0000 FT FT ~ FT (0.00 ~ 21 FT .0049 ) 03 / ( FT ( 0 ~ 1 STR ~ ) .0 EAM ~ ~ ) ( 0 b > ( - _ 646
w PROFILE
w 644 - 10.93
Gn ~na~ ~-r ~r1 644 CC~r'1A11'1 ~lDrri/ [~iTr
c 642 - a7CVVIVL! I0 RCCfN, JI 1 C
0 0 - 642
0 0 0 ° ° ° 0 0 0 ° ° 0 0 0 + + + + + o o 0 0
+ + + +
A N ° n N f~ i1} tE> z STREAM PROFILE
U CHK. BY: xxx
THE LOUIS BERGER GROUP, INC.
w DES. BY: xxx a 1513 Walnut Street Suite 250 SCALE: AS SHOWN rl 5
w DR. BY: xxx A Cary, North Carolina 27511 15
ENG. IN CHARGE: XXX U
DATE: REVISION BY CKD. DATE DECEMBER 2002

}y
9
F"
r
1 1{ ~ 'rU!V a/ r_ a r~ ~\1 _ ~ B r i v ~ s ` J i w r i i ! _ ,
a I r'~"' I i t, - r , t 'C > ~ ~ r , _ ~ ~ _ r:i I r ~ i l
i u L :i ~nZ i + ` ` _ r , ~
1. i \ ~,.:r~~.-, I i' ~ l ' ~ - ~ i ! r ,r', ilk a ~ i:.'.. ~ • d.. .,.r I'~~ ~ ,,i' ~
t'.- n t ~ J6:r ..,1.,~ ~ : ~ Y : - / ! V~ 5, v 1 ~ r d _i' 1 ' - - L , 1 r'' _J ~ L,. i '+1 ~r \ iIIF I I, J;ifl:: _ i 1 `
1. k '.I I` {t~~ ~ r f..l ~ 9~ 1.} ~ . t, `o-,~+ I ~G: ail t_ ~
.1y4 4 ~ :1* G r': f •t . 1 ~i,' ~ 'Y i \ ~ k: v~r l f ,k,~; ~ ,1, .Ir a 't
it ~ ~ `L~ R f. ~f, ,,i:q r'
/ J ~7 ~ T~ ~ .+f JY i ° v n~. r ~r , t ,f ~ ~ ti p~i ~ 'I, Zd S` ~ I t Ja•~. r J ~ I ~ r'r ~ r. I ~ /~:~i /9qj _ rt ~ o?I \~H {r\ v~
'il ~ ~ :f ~ is j. ~ '\r I - i., i ~,~.,i i y It ti~.,+,'
~•'r/ •L~ `F`i ~c,- '•-f f: Ivy 1' s~ ~r` 1
1v'~, I ',+S I ] 1,.1~ ! L; F r -'3.1 I~., i il~ i•• . ~ '1 ti i t'~. rim r ,Jr1
_ Vi _ r:, I f ,i ~ 1. nor ~"err r~ n II i,'- I it _ ~~~Rre - - ~ ~ ms's s ~ r,~'" r..rj`. ~ ~,.1 va ~ I - r iti 1 r-^~'t~ , .f
t' " 7 ~ ' v."'v^r a r ~ 1 i o ~ e I _ i .,:Y"~i l• V _ ~ .J
1{^ Y`'.' \ { . r; ' s ~-4, - i ty i:M t ti~ 7ry{{~~y..k i~~ t 1 ~6. i i 'J.1 ~`'sf`i _ ~ i 4~ t i i fir' { ~ ~ + 1 ~ ~ i - ~N 7 y r ry~~f ...j ~ ~ ~ ! ~ rz ~
; ~ , I t=L ~ i i ; , J rye _ fr ~ x.~'c. 6i ,yf. ~ •t, ~ ~ ~~11 Y ;NIV - ~ - 3 M ~ S~>.M .4t IF n J ~i~ _ 1 -mil ~ 7{:~C'.J r' ~ 1 l y,.. f ~R
0, Erb. ~j i.. 'r. 1 { J-t+ } ~t< `1 fri •j r'~~ i ~ r 3 i i.' i ~ ~ 3~ ~
iii, :r L T I ~^i ?I'S t: .:e {r _o., I~ i i~ .t 4 tp~ I JI _ ,f`. ~ ~ .~~',.a
~ I i f + 'rah u. = - tgr,` ~ ( i i r .
~I 4r, f.; V ~ ` fem.,: ~ G/ s„ , • ~',A.~ ~r~: r f? t.!, r' r i tl ? 3 ~ ~i ~lk V 1 `~'V Ir v _'_I~ f ~:~li is f r',P. ~ f~~ ~ ~h~~ i
~-!r ~ ,c ~XJJ, i t' -V I e IL, r ~>cw '~4 ?.i,j f'~ _ r 1J ~ ~ , ~ , r
. ~ i i , i'~ ` 1 r h '~s. , i^ ~i 1', r I"'~. , , 'v / ~ r _ - r~v r., '7 .1~ ~I
'.I _ ' :vi _ 11~ va l ~,T I~',f` i`ji'F \\~•ii~ v ~ 'i ~ il. I~ e r
~I:I ~ ` d ~ ~~.I~~ . _ 4 , y^`„~ 1 ~ ~ 't/~``r I~ .1 1 ~ ' i ~ 1"i.. ~ r ~ 4 F,~t~1~ J r'z: w . ti f•. - .~y,~ .~S t ::Y v f ~ i ~ :Vr,, ; ul ~ a,3 . + v~ i t ~ ~ , I Fi ,~Il'. t i.t + .C. t, 's. l fhl,A ~~.i n~; ~>zr f '.'~;'J ~'_y~ ~ lam' LY ~ 'S, a1'.
.:I., f{ ~.A ,.~f { `~1 l } ,fit ~.l :.i~\. ~ ~ A`; '~'1 ~r - 4
i ~t! i} - - is-'f r,. ~ ~ 'l. j. i; "'I Orr. 1, !Y ~ iii\??3 /G, ~ F ~ \ J .:j ` d~ tt". i ~ '.f.~,
13 ~'1 ~i-"' vA:,i~~ 3°s J~ x,..y - III ~ ~~~;'7 .l ,r_A~ ~ ~ r',:f~ I~~ ri' r. - ..r+"„tr c. e..vi . ~ v, +-y ti t I _ i - ` I,I ~ ~ .;I_ ;"r I^jj' ~r } r,~ ~c ?l- S~~i... 7 _~7 e-` i~ ~ t f_7 ~I ~ '1` ~ ~'7 1 f ~ "r day ~l;~f~ { i~ h_ :s'~ ` !.j",•~ ~c r ~r ~ / 1
Jr' /ti? ~r r. _ - ~ 'S ~ Rio"
'Y' r„ .1 1. 1 .',`'k' 1 1, ~ 'LrIH J'_ ( tt ~ o :'tr a' d ~ ~ x+" - art - -
ak, ~ { ' ~ qp aN 7.'M a~`; ~ d j~P \I• 4 ~ t ~ ~ ! inti ,T~,. ~~'~r~y, ! .,1 ~ t' f I ~ ~ ~~~;,'-P r d Vic- ~Id~ Li,~,+~ _./'y"~ x~ 1 A ~ , I~ l~ + ~ i ~ J
I S ~ I e~ i :;S'~~ ~ i, . ~ ~1 ~~'i t 41 gtz .:i ~ I ~ ~ ~ "".ya ~I~ ~ ~ ; tit: _ 'I~ tl~'~. Y~ # ~ A v~'' ;~I
r ~ ~ A ~ r~A'A. ~,t~3 Kn! _ tea., ~ ~ , J~ .7 ~ { ~ ~ tt
r _ if rn~ ( 'i 5~ r~ .~~A { ! - " { -„;~v ,}C 'L, ~ ~~~n ~ p`.~ ~`i~ 11 -.tit ~ - ,m.9° + ( 1 et' ~ 'Y~ ~,V~ a
Q ~ ~ I a ~.s+... i.. t "`~:a i ~tl?~w . t ~ a i( . , .t 1 ' fjt ~ i + S~~a a~ A , + r f \ ~ ~f ~ ',i
1 'J` ~ h .1 T li ' , C _ C f J, , r l 1 r. I . . ~ 1 z 'S. . ~ ~ ~ err S. r / - ! . i -P / ; ' T, fr i '~C~' ~ ..i .I _
9 ~ ~ !j ~ ~ - - 9 ~d ~ V "~'~J,I~ l:{3i11' - y ,~i 4-,r1 +A~; j r ~1'~i r ~ r yr ,r rY(~ ~k i
~ I _ ~ e ai ~ y~i r r ~i'I ~ .r.. ( F; ~ i , ..'°'•x ,m ~r ~i,.~~ i ~ , ~v a
:~C t ~ - N r, :1• YI r d. tti a' tY'Y ~4 ~i ~ ~~7 ~ i
~ ~..I~ -.A' ';1.~ '~Y' - ~ - ' -
s ~ ~qY ~ 1 r, r p ,1 s ~ x t r i\ fr . ~KC:ac`'+c ~ 1' y.`I= ~ ' I _ ~ ~ V'~ ~ ~l rd4' r. ~ ....ir/,,^ `nth ~ ~ , 'i"-~~ ~ i r..~~, i.~Jv~~ qtr i
> ~ f 1 t I. r ~ I CIF , J ~ YuAr ~c ,4'~~~ m ~ (+9 4~';? - ~.I' V~ : r., 1
~ f d' 1i!) kZ~ .1 ~ &.A "'.°.at C`Y a,\, ` k , ~t'~'xl-- '~,i ,f ~rl.~}, _J ~~3 ,~.~t~`. ,r L .~/,r. ~J: fit.'- - , r ~i > - i 1. ? 3, ~,~`1r.F%'" .("L- i
~ t ,-Fla - - N ~ r ~ f f "
Q r•G~r ~ \ t'. ,f~g''i' y P ~ i` V .rt',~ t ~ , .i - 1, q <i~~',~ , V l t 't A.. ~Y.~ C. i'' .v. P ~ ~y` ~~s i~~ t p/~ ~P ' ,ll r ,
i ^ t r ~ , , ~9. ~ INDEX OF DRAWINGS
~ ~ ~ ;.tl a ~1?~; ~ i I ~ q. i 1~ - t r .i'~~ , I r< t !p I. - `a~ - i ~nr S r ~ ~a, t~, : , c/~' a .'y , "YiS ~ :s, ft im ~
O v / ~'~.l,r , J~ .,fit ii ',~~,~1~ " ^ - . ~ - l At{!.~ ` l~! •~lAA•' ••r~ 1'' ~ .via. i , ':'i . i. ~y_ ; ~ ,yam:: y ,p
- I - - ~ ~ ~ s ~r , SHEET No. DESCRIPTION yv'
lip ' ~ - ~1 11 `.1 ~j ~f ` a` f -.l Z` ~jn . y y~~~,{ ~.t. ~~~Y~~~ 1 COVER SHEET
_r - y'r - ~ ~S;A. { t Ili . v ~ ~ - l,.< - _ :._"aRrk , Y:;~ . 4-_.I~j. - - - 1. =•ft`: ~ ~i - t. V 1 ~!'~i iI ! , - ,Y, Ali r l , n ~ ~ + r~ _ , A. _ rY j A ~ ~ :.1 ~ ~ t1' ~ i rl ~ a t ~ -4 NI>' ~t ~ I ~ f+n ~ i~.. + I~
't ~ s, i k , ~~1 - ~ I l HOMESTEAD SITE f, r I _ + ~ J, >r
Q l... ~ l' ' i J 7 U I ~ I,a ~ . 3 ~ ~~-It:.c~ ~ ' ' r~~ a+~'~; ~~ra:r ; i /w ~f . 1 a ~ s ; a, , l ' ' ^ ~ ..,ra.a..ls;. I~ ,I ,Pa t<t,!~ i,u ~ _ ~ itiE ~ ~ - .,5,4 ,~.r~;. Sr±•`~ i '.,t~n..!•:~..~1, 1 . , : . . . , . 'x::#
SOURCE: USGS 7.5 MIN UTE TOPOGRAPHIC QUADRANGLES ' ' 2 GRADING PLAN
CLEVELAND, COOL SPRINGS, COOLEEMEE, AND ROWAN MILLS, NORTH CAROLINA
z 3 TYPICAL SECTIONS
4 CONSTRUCTION AREAS
5 PLANTING PLANS
v
6 MISCELLANEOUS DETAILS
SCALE: ,.=3000. a )00' SECOND CREEK SITE
0 3000 6000 9000 9000 12000 7 GRADING PLAN
ENO=
ell The Louis Berger Group, Inc. a 8 TYPICAL SECTIONS
J INCHES g CONSTRUCTION AREAS
m 1513 Walnut Street Suite 250 ORIGINAL SIZE IN INCHES 0 a Cary, North Carolina 27511 10 PLANTING PLANS
~ J 11 MISCELLANEOUS DETAILS 01 11

r z ' ,f
t ! f" f rjt ~ i ~ r ,
~ - ~s . i j t , , / ~ j'li r r, _ _ r ,M-
y ~ , r --...w._.._. .~..___._~_____e..__.-_- r,,',
/ . /f f ti fi
Imo' ~ f rl / f F / ~ , i r F,. e---"
I ~ ~ ~ /
~ . ~i ~ / ~ ~ f/,~' 'f .
`f J'% r i
~ ~ r / ~
~ V r RIPRAP TO 8E PIACED ~ ~ r -
0 _ ~ i f' FOR STABILIZATION
~ /i ~ ~ 1 ,,f.`~ ' ~ i - ,
/ _ - t _ . ~ ! ~ _ - ,
i i ~a_.. m__ ~ _ ,
~ r f ~s : _ s ~ ,f f-,. j' - ~ ,F_--._ r~ F . _
t, ~ ~ _ 1 rf /1. ~ _ ~ , i ,
1 . a ~ _ ~ " ~ ~ ~ ~ ; - iiM, -
t . ~ - t,~ 1 ~ ,t srRUCTU EL. ss~ a- . , , _ ii ~
7 t f f` ; i ,i 7 ~ i ~ ~ ,P i, r ~ ~r ~ ~ _ , ° '
i r ~ ~ , ~ G ~ f ~ f ,
~ _ - ~ ~ ~ ~ ~ ,~r 1~ r ~ t r ~ / _ r e. r
' f t ~ i i i ~ r f r i ~ /
r ~ \ . r i i f.-. ~ ; I _ r
/ ,t\ ~ F. , t , f y~ o• j ~ ~ ~ O ~ ~ , ~ ! ~ i
i' ~ ~ \ r`/-~ ~ ~ ~ ~ F , a ~ s + .ti ~ ~ j i ~ i F
/j ~ ~ , ~ ~ ~t ~ ~ ~ ~f - .1 ~ ~ ~ _ r ~ . ,
i i ~ t `.l s' ~ 1 \ ~1 ' , F e / ~ J t` ~ r ~ t
- ~i i ~"t l r' i ~ s ` ~ ~ ` r ~ 1 t I ~ - ~ ~ 1 -r ~
r _ } a ~ ~ 1 ~ , " _ ,r ~ / , ~ ~
- ~ ~ 1 . ~ , - - = r ~ ~ ~ ~ t ~ ` - ~ ~ 1 ~ , j - \ 1 ~ 4 J l l'
; ~ ti ~ h. ,
/ f' ~ / ~ ~ ~ ~ ~ ~ 1 t \ _ i ? ~ ry l~ `
' ~ ~ I r I \ l J~ J ~ ~ ff J,' i
_ ~ ' ~ 1 ~ 1~ ~ t ~ x . ,i f F ~ ~ ~ i i -4 ~ t
~ ~ ~ WErIAND BANK I i t ~ ~ 1 \ i ~ I ~ / ~ a
OUND ,f- r l ~ ! . ' t ~ r ~ j ~ I ~ i ~ \ ~ rj t
, , t r r i _ . ~ 1 . ~ ~ - I ~ r r 7 ti ~ ~ ~ , ~ ~ ~ , rr tis
~ ~ j E ' ~ j l ~'t ! ~ ~ ~ ~~1 1 E ( ~ ~ ~i 3
~ ~ 'e: Ir t i ~ \r~. ~ + t E ~ i i; j f - ~ ~ i
i r-"' ~ ~ ~ ~ ~ A ~ i~ r+ ~ f ~ 1 1 ~ I r t ~ l
r t ~ ~ ~ ~ ti.' V ,/f \ Y r I ~ ~ i ,..w- j t' l - ~ ( i i ~ ` i } ~ `f: I i ~ I
~ ~ I ~ 't;- ~ ~ ! i ~ ~ ~ I I
y v _ r ~ ~ ~ 1 ` g----- ~ ~ t~~, _ ~ I ` _ i. i ~ ~ ' 'i ~ , `F 1
~ ~ ~ f ~ 'sir ~ ~ ~ ti ~ ~ ~ ~ ~ ~ ~ ~ Ir I ! I ) 1 i ~ i
r , ~ ~ --68 . I ~ ~ r i 1 ! ~ 1 , , f ~ I i TYP W E TE S AL CREA I I ~ ~ i ~ / i lti f'~~II J' i( ~ ~ I / ~ / r r r ~ i t A ~
SEE NOTE 2 ~ I ! ~ t , , ~ ; , i 1 ~ i , I ;i;` ~ ~
N,~'
` t . ~ J, ~a~ t ~ I ~ r ~ ~ ~ , i _ - ~r,~~~,-~ i b~ ~ r r' r,, 1 \ i
I ! ~ 6 ~ ~c F n / i ~ ~ I ! ~ I
A t vE 11 J /(y~ \~l r.-. - ~ l,\I J ~ r I i I J w ~ i i i f ~ ~ i i .t I i
s ~ ~ ~ ~ ~ l ~ ~ ~ ) ~ ~i
~ f I \ r t .1 ~ ~ 1t s ~ ~ i i I j t \ i ~ ~ , ~ t
% r-- ~ ~ '1 ~ ~ ~ \ 1 , A i ~ r i i ~ ~ i ~ ~ ~ 't i j j I
~i t 1 A V~~1 - ~ ~ ,1 ~ I ~ ~ 1 I '
~ ~ ~ ~ , y~ j~ J ~ ~ ~ 1 ~ ~ , ~ { ~ ( ~ , ? - ~ ,fit ~~,F ~ i~ / ~ ~ ~i <
\ b~ I ~ ~
r ~ ~ i I ~J ~ ~ ~
~ ~ i , i , ~~i rat I ~ ~ '1 l ~ C 1~ ;I ~ ~ V ~ ~ ~ t
A I l ~ _ ~
} ~ _r° ` ~ r ~ . ~ ~ _ _ ~ l j%' : ~ -
! ~ ~ 1 rf ~ ~ ~ > r f ~ n. ' ( r v ; ~ ~ „ I , _ _ -
_ ; t i ! ,
i ~ j t ~A ` ~ tiJi _ r'~ l a s ~ 1,'r r ~ , ~ ~ ~ i ~i ~ ,i. - ~ 'Y r ~ ~ ' r- ~ 1 F g' E \ i _ ti \ ti z i f I , ~ ~ \ _ ,
r r' - r Z ~ j ~ t f y-" Y--'.-..~-'_ ~..A w \ ~ - ~ _ ~ i1. - ~ `tip... - ,
~ ~ 66 - t ~ -4 - - r / -_.s _ ly i _ ~ _
. i t v ~ ! y~v~` ,1 ~ ~ 1 / life y ~ r~ ~ r f
ty
ti ~ al ~ \ ~ / Ff F° J _ r -.e 6 ' . r _ _ _
~ ` l,l 1 t ~ ~ r r i, , ; \ p~~; •-C,'~ / ~j, \ rim; / iii ~ f ~y~-~~a 'l ~ ~ 4 i l ;1 ~ ,a 1i it ~ I y i;, i~ ~;rr// `~1w.• ~ - - j fi/'! ~ 1 ~ F _ _ , _ . • _
_ ~i ~ _ Y _ _ _ ~ . h , - _ ~f ~ ,r_ _ ~ t FO r ~ R-- AB _
~ ~ ~ y 'y ~ 1, , ' ~ ~ , ,,\I ~ ~ y f~ ~..~1_.~'~% ~ ~ - i f__ _ ~
~ ~ 1 . ~ ~ ~ t t ~ ~ ~~A ~ ~ ~ \ , ~ . _,N _ ~ O ~ 4 y~ ~ _ _ _ _ , _ _ v
- ~ ~ ~1 ` s \ \ ~ ~ ~ ~ V ~ ; " f
~ ~ i % ~ r i r ~ ~ ~ ~ ~ ---~-.~e / r ~ \ ( ~ /r ii _ ~ \ i , ,
; , ~ ~ ~ , . ,r- t 1 _ P ~ ~ , A t r ,~r,
r_ ',ham ~ ~ f ~ , rf . ~ ~ . _ ~ _ % - _ r Fl
_ _ ~ ~ r~ ~ - v ~ J"`_ t J / , ~ > ~ ~ r }k~ ~ 11 ~ r i i
t \ ~ _ b t ~ ~ ~ ~ ~ t . 1 ~ ~ ~ ~ 1 ~
~ ~ ~ ~ r: ti i ~ r }~j ~~A ~A~ ~ ~r'~ r'`~ _
_ - ~ - - - - f- _ , ~ ~ r i / ~ < i k ~ / ~ f _
r ~ UC; ,.-~~i~ r . r is r r y~ - - f 1 _ f ~ ~ I i , I T ~ y ~ ~ / _
i 1 / - , , ~ ~ ~ ~ \ 1 I r` L r y r s ~ 1. f ~ ~ A~ A _ ~i _ __S ~ r~ ! fir' 1 - - 1 _ 1 ~ i E..~ t ! i ~ } i t f i 1 1 ~ ~ " j i ~
- - 1 r y- F ~ I i J , I ~ k, ~a ~i X11 l r ~ s ~`~y f r - _ i i ~ ~ f .-1 r
- - i , , ~ ~ t \ ~ ~ i r ~ ~ „ ~ t t - I~ ~ _ / i ~ ~ r , / ~ _ , ~ l ~ 'r ~:~.t ~ i > /r t ! 7 ~ r l t F; i~ ~ ~ ~ f
, , x ~ ~ ~ T, f\ ~a i ~ { / f ' i I 5 ~ i t 11. ` _ f ~ / rte.. r_ j i ~ • , , ~ / ~ f i\
i ~ 1 _ 1 t ~ i~ i ~ ~ f ~ , - ~ , r 1 i
3 ~ i ~ ~ ~ ~ _ ` - ~ ~ ~ _ i , ~ ~ - , - ~ i 'ti ~ ~ i u--~ i f~ ~ ~ r ! t ~ ~ - ~ j ~ f
~ i ~ ~ ~ I r ~ , ~ , , _ _ _ r r r f I i ~ l r r~
1 ~ r. J r ~ i ~ ~ ~ 1 I I i i i~ ~ r ~ ~ 1 i ~ ~ li~ r~ ~ ~
i+ J I i< ~ 1 1 i I ~ .e..- 3 1 1 r 1 ~ ~ -<< i~ ' ~
~ _ i ~ ~ vv _ ~ ~r r ~ ~ ~ r - t ~ T-~ < _ l / r f ~ ~ ~Iili ~
j 1 ~ ~ i i ~ .r-._ ~ % - f - ~ ~ r - z ~ ~ ~ ~ - d i ~ ~ J ` ! f / 1~ ~ ` ti1~ t ,`V ,f / ~ , ~ ~t 1, ~i
,a J ; r i ~ i y _ 4 _ , ~ i i ~ ~ , . ` % ~ i ~t," ~ , ; ~
~ i i ~ ~ r ~ ~ - 1 ~ 1 ~ ~ ~ ~ (y.~ FBI ~ ~ _ I r r ~ ~ ~ ~ ( ~Il~lrtll
i' i y s ~ - r- ~ i. ~ i''
a U ~ f:
0 U N
A EARTHWORK SUMMARY
M 1. BASE TOPOGRAPHIC MAPPING DEVELOPED FROM FIELD O
CUT VOLUME: 10,500 CU.Y a SURVEY BY SHULENBURGER SURVEYING COMPANY DATED
FILL VOLUME: 10,500 CU.YDS.
U FEBRUARY 06 2002. HORIZONTAL DATUM IS NORTH A ' NET: BALANCE !CE
a nenni IAIA !'TATI- ni n~ir nnnnnininTrc, AInDTLJ AAACDI('AC\i
l.Hl'CVLIIVH JIHIG 1'LHIVG I.VVRVIIVHI G.7vvr~in r'rviu~i~.ruv
~ DATUM 1983 (NAD83) IN FEET. VERTICAL DATUM IS a
NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29) IN CONCEPTUAL DESIGN
FEET. GRAPHIC SCALE
GRADING PLAN
im w 100 zao 4W
~g 2. REFER TO SHEET 3 FOR SWALE CROSS-SECTION. THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
g~ CHK. BY: xxx 1513 Walnut Street Suite 250 rO2-~
~a DES. BY: ~ 3. REFER TO SHEET 6 FOR STABILIZED GABION OUTLET i in IN Cary, North Carolina 27511 1 1
- FMioo~rt DATE: MARCH 2002
DR BY: xxx ~g STRUCTURE DETAILS. REVISION BY Clm. DATE
~ ENG. IN CHARGE: )m

RESTORE TO
ORIGINAL GRADES
CREATE FILL AND REGRADE TO RESTORE FILL AND REGRADE TO RESTORE NO ACTION
BERMS COMPACT MICROTOPOGRAPHY COMPACT MICROTOPOGRAPHY

s rw,T, e,~ _ .__T T_~ _.,__________r_.__~___ _.__e____ - T i ! i _ _ _ _.e. - _ ~ ~ !
~ ~ ~ ~ SE DETAIL t I ~ i i ~ i i ~
? I ~ ~ ! i i I ~ i
~ i ~ i ~ ~ ~ ~ ~ ~ ~ I i i ~ _ , j ~ '
i I i I i _ ~ i I ~ I C I
I FINISI~ED GROUND ~ ~ - ~ - 1 i I
j i ~ ~ ~ I ! ~1 ~ r e~.~
- 1 ~ f i ~ ~ _ i F ~ ~ ~ ~ ~ r -
r~ _ _T_._ . I i I ~ ~ { ~ _ ~ ~ ! _ _ _ - I r w
i r, I i I ~ t ~ f
~ ~ ~ I i i i I ~ ~ ' i I 1~ I i \ !
~ , i, , , r r. ~ ~
~ ti.~ ~ I ~T i ~r (J ~ i 1`~ L~ l~ ~ v I ~ - -
12 TO SOIL P i i
1 ~ I ~
y-
Lti ~ ~ ' I 1 I ~ ~
1 I _ ~ ~ E --r----~- - _ _ _ - ~ _ _ _ ~ j ~ ~ ~ ~
i i i i I
~ i - 1 ~ ,
i I I ~ I ~ ~ i i i
~ j I I ~ ~ ~ ~ ' ~ I w C < ~ I
E ~ ~ ~ f-- E i ~
i i , ~
---I i ~ i I i ! ~ ~ i ~ i ~
t~° j r i i ~ ~ ' i
~ ~ U -!-1- j- . -i- I~
N.T.S. N.T.S.
VERTICAL SCALE
3 0 1.5 J 8 12
,
~IN~)
1 inch = 3 ft.
HORIZONTAL SCALE
o ,s ~ ~
1 inch = 30 !h
r~r° ~ ih ~ t vi{~~l-ti
7
i
; 4 4 t~ , ,
1 1 ~ ,
$ ,1~%~ ~ ~1„ %1~'~
1 i 4`
~ ~f,, ' , r _ _.1 ~ ~
3'
b
w N.T.S. w N.T.S.
x
~o 3
b z
d a a
t7
C7
v
a 0 U
m
9
r~i W
U
w
a
CONCEPTUAL DESIGN
4 zU TYPICAL SECTIONS
a o.. ~q
WO M- THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
c CHK. BY: xxx N
N w DES. BY: xxx 1513 Walnut Street Suite 250 rO 3
~d Cary, North Carolina 27511 1 1
o A DR. BY: xxx DATE: MARCH 2002
ENG. IN CHARGE: xxx U REVISION BY Clm. DATE

_
,
J '
~ = _
~ l ~ I
r
%s' ~ , il5 /,,f! ~ ~ ~
,y~~, % %,y , l,~ / ~ i ~ ,
i

f~ % f / if/
u, y~Y! s V _ ' RIPRAP TO BE PLACED / ~ /
i%r _ - - ~ ~ ~ ~ ~ r~ti FOR STABILIZATION / /
/ „ ~ , / ~
~ 1! i / i -
i ~
/ f / .
/ A. _ A / , % ~ _
~ ~ c ~ ~ / ~ ~ ~
f ~ \ sr~ucTUr~e se~.a-~ , - ~
~ %
1;
~ ~
/ \ i _ ~ . i ~
/ / A , ~ ~
i ~ A\. -
l

1
~ ~ ~ ~ ~ / \ , ~ f , ~
~ i ~ h 1 ~ , 1 /
i % / i ~
o~ F ~ it / J /
I ~ ' ~ i"
~
~ \ W sir/ ~ , ETLAND BANK ~
/ _ BOUNDARY ~ r~
r~ - i o;
: ~ l;' ~ , , ~`i r 1. ; i
1 , ~ ~ ~ f ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i,'
I. ~ ~
Q ~ ~ ~
1 _ N I ~ i ~ F ~ - i \
~ ~ ~ ~ ~ i
~o N J ~ ~
~ (o - - ~ - ~ PROPO, N - ~ ~ ~ ~ rn o o PROPOSED SWALE lYP. % ~ ~ ' \ ' ,
o ~ ~ ~ ~ ~ ~ ~ ~ I~
1 1 O ~ \ ~ I ~
O-~ O ~ ~ p i
h - i t~ ~ , ~ . -
~ - ~ ~ ,o
/ ~ ~
} I \
~ „!l~
~ . • - ,1 ~ ~ ~ ~ ~ stif oaooo
% ~ ~ ~ l \ 1 o 0 I\
- i ~ `T ~ \ \ 7 6~ O <O ~ 4~ ~D n-j p; \ \ \
~ i, ,7~~ . ~ I \
i . - . ) ~
\
~ ~ \ ~ \ `
_ / \ -
f v 1 ~-1,~g ~ 1
r 1 9 ~ l . ~9 6 / \ ~
~ ~ ~ i ~ _ :
o ~ / - -r~ s ~ i ~ ~ i _ ~ , i / = l _ .
~ ~ , ,
t ~ / ~ o
-
v ~ i ; ~ ;.~;,~~,I ~ / A ~ / / ~ " 1 lii FOR-STABILJ~JIT~ON ~ ~ .
L- ~ . / ~
~ _ _ - ~ / ~ - 14.E i ~ _ _ ~ ~
~ / -
\ ~ _
\ / r / ! ~ / I \
~ ` / /
~/ArER E~EV 690.8
( \ J ~ ~ / , -
~ ~ ~ w ---J" arE ~ ~ I Re _ ~
b Ii o
I i ~ ~ ~
k ' ~ f 7 I I~ F::
a ~ l~ / /
\ ~ I ~ ~ !I / J ~ ~ / I` \ / ~ / ~ \ ~ _ ,,','III
/ - ~ ~ ~ ~
~ ~ I ' ~ - ~ ~ \ ~ /
I l~._._-~~ f
z
0
d U
c ,.~y - U m ~i.
LOUIS BERGER WETLAND BANK
3 9 CONSTRUCTION SUMMARY
W
~ N 0 ACTION
3.5ac HOMESTEAD SITE
RF~T~RF TCl ~RI~INAI ~
GRADES CREATE BERMS 8.6ac
REGRADE TO RESTORE
MICROTOPOGRAPHY 21.7ac GRAPHIC SCALE CONCEPTUAL DESIGN
0.U 100 0 50 100 m 400 FILL AND COMPACT TOTAL AREA ,W CONSTRUCTION AREAS
N~ 1.2ac 35.Oac
o~ CHK. BY: xxx Na THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
( IN FEET ) N w DES. BY: xxx 1513 Walnut Street Suite 250 ('04
0 1 inch = 100 ft
o A DR. BY: xxx 1 -1 DATE: MARCH 2002
Q ENG. IN CHARGE: xxx u REVISION BY CKD. DATE Cary, North Carolina 27511 1 1
al
II.. II ~ II I h~ 'll I
I'll I I VIII I I I I~ j I I i ~ I

~ \

~ o J
~ ~ ~ ~
~ o ~
i ~
~ PLANTING TABLE
, / d ~ ,
_ / PLANT SPECIES COMMON ROOT CALIPER & HEIGHT SPACING QUANTITY gCREAGE TOTAL
/ COMMUNITY NAME (O.C.) PER ACRE QUANTITY

B.R./ MIN. 1/4 IN. ROOT COLLAR i'
QUERCUS LYRATA OVERCUP OAK TUBLING 1.0 TO 2.0 FT. HIGH 20 110 27.3 3,003
, , B. MIN. OT COL
QUERCUS PHELLOS WILLOW OAK TUBLING 1.0 TO 2.0 FT. HIGH 19 120 27.3 3,276
' \ %~/%,G
NYSSA SY V T CA XII C SWAMPY OAK TUBLING 1.0 TO 2.0 Ff. HIGH OLD 21 100 27.3 2,730 ~I ~ B. MIN. 1 R R
PROPOSED VAR. BIFLORA BLACKGUM TUBLING 1.0 TO 2.0 FT. HIGH 21 100 27.3 2,730
FORESTED M 4 N. COLLA
~ ~ w WETLAND FRAXINUS PENNSYLVANICA GREEN ASH TUBLING 1 A TO 2.0 FT. HIGH 21 100 27.3 2,730 I'i; r,
B. MIN. 1 R R
CARPINUS CAROLINIANA IRONWOOD TUBLING 1.0 TO 2.0 FT. HIGH 30 50 27.3 1,365
.R. MIN. 1 4 COLLA
r ti CORNUS AMOMUM SILKY DOGWOOD TUBLING 1.0 TO 2.0 FT. HIGH 30 50 27.3 1,365
~ . D ~ , . , ~ - ~ POSSAMHAW IN. 1 i~~
1 m~ _ . ~ j VIBURNUM NUDUM VIBURNUM TUBLING 1.0 TO 2.0 FT. HIGH 30 50 27.3 1,365
TOTAL 680 18,564
B.R./ MIN. 1/4 IN. ROOT COLLAR
QUERCUS ALBA WHITE OAK TUBLING 1.0 TO 2.0 Ff. HIGH 21 100 5.6 560
( ~ MI 4 R LLA
~ QUERCUS RUBRA RED OAK TUBLING 1.0 TO 2.0 FT. HIGH 21 100 5.6 560
UPLAND BITTERNUT M 1 4
m m 7 BUFFER CARYA CORDIFORMES HICKORY TUBLING 1.0 TO 2.0 FT. HIGH 21 100 5.6 560
~ _ ~ , v B.R. 14 LLA
. ~ ~ y, ~ ~
LIRIODENDRON TULIPIFERA YELLOW POPLAR TUBLING 1.0 TO 2.0 FT. HIGH 21 100 5.6 560
~I ~ ~ . ~ F IN. 00 R c
PINUS VIRGINIANA VIRGINIA PINE TUBING 1.0 TO 2.0 fT. HIGH 21 100 5.6 560
~ TOTAL 500 2,800
\ Y _ _s' ~ - \
' ~
---"V\ ~
k
III

i
L
WET MEADOW SEED MIXTURE: PLANTING NOTES:
C
\ 1. THE CONTRACTOR SHALL SUBMIT COPIES OF THE PLANT MATERIAL ORDERS TO THE LOUIS BERGER GROUP, INC.,
. AT LEAST TWO MONTHS PRIOR TO THE PROPOSED PLANTING DATE.
2. ALL PLANT STOCK WILL BE INSPECTED ON-SITE PRIOR TO INSTALLATION. PLANTING STOCK NOT MEETING
SPECIFICATIONS WILL NOT BE PLANTED AND SHALL BE REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.
3. THE INSTALLATION OF BARE R00T SAPLINGS SHALL BE WITH AN OST BAR, KBC BAR, OR HOEDAD. SEE CONSTRUCTION
DETAILS FOR ACCEPTABLE METHODS FOR WSTALLATION BARE ROOT SAPLINGS.
4. ALL PLANT MATERIAL SHALL BE ESTABLISHED IN A NATURALIZED PATTERN. NATURALIZED PLANTING SHALL RESULT IN
A RELATIVELY EVEN DISTRIBUTION OF EACH SPECIES ACROSS THE PLANTING AREA AT THE SPECIFIED DENSITY.
GRAPHIC SCALE PERCENT PERCENT MIN. QUANTIN PER ACRE
UNEVEN DISTRIBUTIONS OF SPECIES OR MONOCULTURES SHALL NOT BE ACCEPTED. ALL PLANTS SHALL BE PLACED
'0° ° 10° Z0° SPECIES MIN.PURITY GERMINATION LBS. IN THE HIGHEST MICROTOPOGRAPHIC POSITIONS.
LOLIUM MULTIFLORUM 98 90 30 5. THE ESTABLISHMENT PERIOD FOR BARE R00T TREES AND SHRUBS IS FROM DECEMBER 15 TO MARCH 15.
~ ~ AGROSTIS ALBA 92 90 4
1 i~~h =zoo ~c PANICUM VIRGATUM VAR. SHELTER PLS 95 80 3
PANICUM CLANDESTINUM VAR. TIOGA 95 75 2
WETLAND SEED MIX N A N A 2
NOTE: THE WETLAND SEED MIX SHALL BE COMPOSED OF AT LEAST FIVE OF THE FOLLOWING
SPECIES: NEW ENGLAND ASTER (ASTER NOVAE-ANGLIAE), PURPLE STEMMED ASTER (ASTER F~~.1
PUNICEUS), LURID SEDGE (CAREX LURIDA), FOX SEDGE (CAREX VULPINOIDEA), BONESET
s (EUPATORIUM PERFOLIATUM), GRASS-LEAVED GOLDENROD (EUTHAMIA GRAMINIFOLIA), GREEN
AREA SUMMARY BULRUSH (SCIRPUS ATROVIRENS), WOO~GRASS (SCIRPUS CYPERINUS), BLUE VERVAIN (VERBENA za
FORESTED WETLANDS HASTATA) AND NEW YORK IRONWEED (VERNONIA NOVEBORACENSIS).
z < PROPOSED 27.3ac
EMERGENT MEADOW ~ ~
PROPOSED 1Jac
~ LL~ OPEN WATER SEEDING NOTES:
0.4ac
3 UPLAND BUFFER 1. THE PROPOSED WETLAND AREAS, UPLAND BUFFER AND ANY OTHER AREA OF SOIL DISTURBANCE SHALL BE SEEDED DED LOUIS BERGER WETLAND BANK
9 5.6ac WITH THE SPECIFIED SEED MIX.
ry TOTAL AREA 2. rHE sEE~ BED IN UPLAND AREAS SHALL BE PREPARED BY DISCING TO A DEPTH OF 4 INCHES. 3. THE SEEDING PROGRAM SHALL INCLUDE THE APPLICATION AND INCORPORATION OF A SLOW RELEASE
35.Oac (NON-WATER SOLUBLE) FERITILIZER WITH A RATIO OF 5-10-0 AT A RATE OF 250 LBS/ACRE. HOMESTEAD SITE
a crrn cues i ar Hiroo v CDIJCdf1 CITLJCIJ av uenin no ~~rruenurei AA CAAIC et TuF CPF!`ICl~fl RATC Tuc c~c
y z. .J L- w .lI Ir1LL L.lL Lt LI\LI I!I nL-nv LI II IL7N vi Iinlw vIN Iriwl 1"I 19vnL- IYI L/ll\.! ICI ~IIL vi wn Iw nr ~r II IL vow
SHALL BE APPLIED SEPARATELY FROM THE FERTILIZER.
5. IMMEDIATELY FOLLOWING SEEDING SEED SHALL BE INCORPORATED INTO SOIL. CONCEPTUAL DESIGN
:~U PLANTING PLAN
az c
66 THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
Ny CHK. BY: o a xxx 1513 Walnut Street Suite 250 K~O5
N N w DES. BY: xxx
0~ Cary, North Carolina 27511 1 1
o A DR. BY: xxx DATE: MARCH 2002
ENG. IN CHARGE: XXX U REVISION BY Clm. DATE
~r<.:r: '~'II" i IdIGII6PIVukpryVi~N'~~Nlgi„p+ ~ -
Waft

REFORESTATION REFORESTATION
PLANTING PROCEDURE WITH KBC/OST BAR (DIBBLE BAR) PLANTING PROCEDURE WITH HOEDAD
' _ _
- EL. 684.0
,O OO 1. INSERT THE PLANTING BAR STRAIGHT DOWN O 1. STRIKE BLADE ALMOST VERTICALLY, FULL !i~' - I 3
INTO THE SOIL TO THE FULL DEPTH OF THE DEPTH OF BLADE, INTO THE SOIL. PULL UP
r= ~ BLADE AND PULL BACK ON THE HANDLE TO ON THE HANDLE TO BREAK THE SOIL LOOSE EL 681 A
OPEN THE PLANTING HOLE. (DO NOT ROCK AT THE BOTTOM OF THE HOLE. CAUTION -
• ~ THE PLANTING BAR BACK AND FORTH AS AVOID RAISING THE HANDLE MORE THAN A 3' GABION
THIS CAUSES SOIL IN THE PLANTING HOLE FEW INCHES. OTHERWISE THE HOLE WILL
TO BE COMPACTED, INHIBITING GROWTH.) FILL WITH SOIL AND THE TREE WILL BE EL. 678.0 BASKETS
SHALLOW ROOTED.
2. REMOVE THE PLANTING BAR AND PUSH THE FILTER FABRIC
TREE ROOTS DEEP INTO THE PLANTING HOLE. 2. SLIDE HAND DOWN HANDLE ALMOST TO THE
PULL THE TREE BACK UP TO THE CORRECT BLADE. PULL BACK AND DOWN ON THE
PLANTING DEPTH. GENTLY SHAKE THE TREE HANDLE TO FORM A POCKET ON THE FAR
O3 O TREE TO ALLOW THE ROOT TO STRAIGHTEN O SIDE OF THE BLADE. WITH THE OTHER CROSS SECTION A
OUT. DO NOT PMST OR SPIN THE TREE OR HAND, IMMEDIATELY PLACE THE TREE
LEAVE THE ROOTS J-ROOTED. ROOTS INTO THE POCKET TO THE FULL
~ DEPTH OF THE HOLE. 3. INSERT THE PLANTING BAR SEVERAL INCHES
IN FRONT OF THE TREE AND PUSH THE - 3. HOLD TREE IN PLACE WHILE SLIDING THE
BLADE HALFWAY INTO THE SOIL. TWIST AND HOEDAD BLADE OUT OF THE HOLE. LOOSE , {
PUSH THE HANDLE FORWARD TO CLOSE THE SOIL SHOULD FALL INTO THE HOLE, HOLDING i I i EL. 684A
TOP OF THE SLIT TO HOLD THE TREE IN TREE IN PLACE.
PLACE. e~ i,
4. PULL BLADE COMPLETELY OUT OF THE HOLE
4. PUSH THE PLANTING BAR DOWN TO THE AND PUSH SOIL AGAINST PLANTED TREE EL. 681.0
FULL DEPTH OF THE BLADE. WITH THE TIP OF THE BLADE.
O O 5. PULL BACK ON THE HANDLE TO CLOSE THE O 5. USE F00T TO FIRM THE SOIL AGAINST THE
BOTTOM OF THE PLANTING HOLE. TREE. DO NOT STEP ON OR BRUISE TREE
WITH YOUR FOOT. EL 677.0 I - - - - - - I~3•
~ 6 SOILHON TOPROF ROOTS ANDDTO CL~IMI ATE }
AIR POCKETS AROUND THE R00T.
GABION ~ FILTER FABRIC
7. INSERT PLANTING BAR 2 INCHES FROM LAST BASKETS I 3'
HOLE.
CROSS SECTION B
8. PUSH FORWARD, THEN PULL BACKWARD TO
~ ` FILL PREVIOUS HOLE.
7O OO 9 THE OPE NG WITHnTHE H EELAND FlRM UP O4
10. FIRM THE S01~ AROUND THE TREE WITH THE ~
FOOT. BE CAREFUL TO AVOID DAMAGING
THE TREE. A
EL. 684.0
,
RIP RAP MAXIMUM ~ ~ L B
STABILIZATION SLOPE EL 681.0 _ _
5 EL. 80.0 ~ a r
EXISTING ~ r- -
STREAM CHANNEL I
O O - (\i~;
_ FILTER FABRIC GABION
~ ~ ~ ~ ~ ~
BASKETS
LONGITUDINAL SECTION
e-
GABION OUTLET STRUCTURE DETAIL
REFORESTATION - PLANTING CRITERIA
a N.T.S.
ROOT COLLAR ROOT COLLAR ROOT COLLAR ROOT COLLAR
ROOT COLLAR
0
U
"
ROOT COLLAR
3 i
9
T00 DEEP T00 SHALLOW ROOTS BENT AIR POCKETS ANGLED PLANTING
(J-ROOT) LOUIS BERGER WETLAND BANK
e U
~ PROPER PLANTING UNACCEPTABLE PLANTING
~ N.T.S. HOMESTEAD SITE
.T.S.
9
CONCEPTUAL DESIGN
~u
N MISCELLANEOUS DETAILS
fri CHK. BY: a xxx
N N w DES. BY: xxx PS M- THE LOUIS BERGER GROUP, INC. SCALE: N.T.S.
~d 1513 Walnut Street Suite 250 rO 6
o A DR. BY: xxx Cary, North Carolina 27511
c ENG. IN CHARGE: XXX U 11
aevisiori BY CKD. T DATE DATE: MARCH 2002

i i
,r
_ . . r i i
~ . ~ _ - - i f ~ ~ ~ v r / t ~ f
- ~ ~ ~ ~ ~ i " - _
_i
y ~ , ~ - ~ _ I
~ t w ; / 'r i ~ /
, ~ ~ _ _ ~ ~ ,
v 5_ _ ~ ~ E _ - ~r ~ . f r - 1 i ~ ~ r !l i ~ r i . ~ r / l
~ ~ ~ ~ - _ r 1 t ~ ~ _ ! ~ i r r ~ , ~ ~ r r.
- i _ _ ~ ~ - _ - b~
x . , ~ ~ i ~ 1 f ~ r
ti t ~ r ~ ~ t _ w ~ w_ _ i li l I S ~ l l
~ ~ ~ w a l i ~ f i t ~i a, ~ ~ ~ t
w ~ ~ ~ - A , ' r ~ ~ ~ ~ _ ti r- ~ ~ ~ _ Y ~ ~ ~`.r,~,, - ~ ~ 1 :_~-s--- ~ ~ ~ t ~ ~ ~ ~ r ~
1 ~ ~ C l ~ i _ t~ ~Z 'tip , O _ m. ~ i ~ i _ ~ r. ~ _ _ w. t ~ ~ ' ,
, ~ ~ ~ / i ~ ~ ~ ~ ti ~ ~ ~ I ~ ` i X F ~
. r u ~ _ . ; j ~ ~ E
W. t ~ , . ~ - ~ ~ 1 ~ ~ . ~ - ~ ~ 1- 1 a ~ t - i / ~ r , ~ ' - h r l ~'~f _ 4 , 1 ~ r , i ~ ~ _ ~ ~ ~ / ~ z , -
~ / r ~ y' ~ ~ i ~ < . t F
i ti. , ~ ~ i . f - _
t r - 6° ~ ~ \ i f ti
1 ~ . _ 1 - \ , ~ / t y ! f . 5 . ~ 1 ~ ~ i ~ ~ ~ ~ ~ _ y f i x I _ _ ,t , _
s r _ ~ ~ ~ ~ ~ ,r t \ / F., _ , ~ _ ~ ~ ~ d ~ '~--`a.. _ i e _ , . , ~ ~ 1 f l 1 ~ ~ ,E ~ ~ ~ ~ ,r" - A .
~ ~ ~ _ _ i i 1\ \ r ~ - „v i ~
_ - i t i ~ -5 r ~ "___`-1 ~ _ ~ i i ! ? A ~ \v
~ _ - ~ / i i i/ ~ ~ ~ i \ i ,i r V ~ ~ rt r
/ ~ f~ ; ; ~ \ ` t , ~ ~ ~ ~ ~ ~ ~ ti ~ ti. ~ ~ 1 ~ ~ ~
i, ~ - ~ ~ ~ _ ~ _ ~ i - w ~ f ~
r~ , ~i r r - ~ ti~~ ~ ~ r ~ ` _ V ~ _ ~
i~ ~ ~ f ~ r " ; " ~ - ~ ~ . , V t ~ ~ _
~ f t._ j ~ ~ 't, ' L j _
60 WI ~ ~ R -
r ~ ! 1 i ti~ _ R sT~euzaT~o t ~ r'' ~ - ~ i r
y f _ ~ r ~ ; , ~ , ~ ~ ~ ~ _ ~ ~ ~ ~ ~ _ ~~-t-~--,
f ~ / .
~ r r _ \ t i ~ _ q _ ` _ ~ „r i 1 _ ~
mil"' T ~ ' l /i~~- ~
a ~ ~ r i . ~a ~ ~ ~ ~ ~
e ~ . ~ - ~ _
r , ~ ~ t ~ , . _ _ - - ~ -
~ - _ i __e_ - w ~ \ ~ ' _ ~ y ~ ~ ~ - _ . ~ _ ~ ~
~ ~ 1- ~ z .f _ - - - \ _ 'i' _
f 1 ~ r 7 - ~ ~ , ~ \ \ _ r~ i ' i
i i i i i ~ 1 i/ 7 e~~
~ ~ l ~ v~ ? t ~ \ r _ f i ~ ~ ~ ,,,y, ~ WETLAND BANK 0
~ \ r \ ~ ~ f' 5 ~ t F BOU
i ~ t i ` e \ ~ ~ ~ ~ ~ ~ NDARY
1 y ~ s r r i ~ ~ ~ _ f i i i ~ ~ i ~ r !
l ~ i_ ~ r' e ~
_ / I i ~ ~ , ~ ~ ~ / ~ , ~ ~ i' t t°~
/ \ . ~
~ i ~ r' i i~ ~ i 1 E ~ ~ ~
~ } ~ ~ ~
SEE NOTE _ SEE NOTE 2 ~ ~ ~
: ~
V~` ~1 \ ~ i,
_ ` t so ~ A
j
i i ~ ~ . i . ~ 1 ~ f ~ ~ji
r~
r _ ~ ~ } ~ \ A t I ~
~
~ - ~ ~ STRUCTURE Eh 1.5
1 ~ ~ ~ ~
t ~ } I Ii I,I II II ~ ~ / ~ i ' III
1 ~ I f ~ n ,l`` ~
~ ~ , ji i / / ; ~ i ~ ! tee. -r~~.~' -
r r I i { _ a~.---~., _ - fem.. ..,....e. __T_- . _ T_v_---
r . ~ ~ _ ~ ~ _ ~ " J - - _ _ _
-
i - _ _ _ ~r e ~ - - - ~
r r ~ ~ SECOND CREEK _
~ - -
i i r ~ - - - _ _ - _ - _ _ r - _ -
- ~ a_ - - .E ~ _ ~ - - - - - - _ ~ - ~ ~ e _ - - - _ e. - - _ _ ~ _ d_ _
- . , -
~ ~ /"~f
r. _ ~ r ,IN~E~' BERM---- - _ - , , j UTATI F R STAB
5 .5 ~ _ . ~ _ ` ;
f
~ ~ i~
- r- , i ~

r ~
m ~ ~ . 3 b r. ~ i ~
r . r k
k dj
w w = f f
- , r ~ r 00
3 b
z r a
a ~ % ~
~
- ~ ,
~
a
a U ~
O • U w
a EARTHWORK SUMMA ~L
g r
CUT VOLUME: 19 700 CU.YD . ° RAPHIC MAPPING DEVELOPED FROM FIELD 1. BASE TOPOG ~ i l~ _ _
ME: 19 700 CU.YDS. FILL VOLU , _ ~ ~ n~
HULENBURGER SURVEYING COMPANY DATED ~ SURVEY BY S
BALANCE b LI NA NET: 001. HORIZONTAL DATUM IS NORTH CARD o APRIL 23, 2 JCE
STATE PLANE COORDINATES, NORTH AMERICAN DATUM 19b,5
(NAD83) IN FEET. VERTICAL DATUM IS NATIONAL GEODETIC ' - CONCEPTUAL DESIGN
VERTICAL DATUM OF 1929 (NGVD29) IN FEET. GRAPHIC SCALE ~ GRADING PLAN
100 0 50 100 wo 4W
o~ 2. REFER TO SHEET 8 FOR SWALE CROSS-SECTION. ~ THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
1513 Walnut Street Suite 250 (~O 7~
g~ CHK. BY: xxc L I N MT ) Cary, North Carolina 27511 1 1
C>DES. BY: vu 3. REFER TO SHEET 11 FOR STABILIZED INLET BERM AND i inch = ioo n DATE: MARCH 2002
REVISION BY CKD. DATE
$o DR. BV: xxu GABION OUTLET STRUCTURE DETAILS.
°a ENG. IN CHARGE: x6IX

FILL AND COMPACT
RESTORE TO REGRADE TO RESTORE FILL AND COMPACT REGRADE TO RESTORE NO ACTION
ORIGINAL GRADES MICROTOPOGRAPHY MICROTOPOGRAPHY
~ PROPOSED SWALE WALE
- T _ - T ~ ~ _T_ r - - - _ ~ _ _ _ _ _ Y_____ ___T____
~ ~ i
i ~ -
i i
I i I ~ ~ ~
FI ~ISHED CROUN " 3 N D 12 TOPSOIL,
3 - - I
~r i
_ , ~ i _ ~ ,
n„ r _ ~ - _ _a ~ ~ ~ - - - ~ ~ j ~ - r-
I 1 r,
- _ I ~ I ~ - i I
I ~ ~ . _ - ~ E j _ ~ ~ ~
i~ ~Ji~ t ~ ' i ' ~ I
> < < ~ - -
~ I ~ i i i
i ` ~ i I - _
~..r ~ - _ . _ - _ _ - - -_A__ i
~ i j = I ~ ~ I i < < i ~ ~ ~
I ,I '
i i i -
i i s ~ ~ i I i ~
' I i I
n - ~ A w ~ ~ ~
f
N.T.S. N.T.S.
VERTICAL SCALE
3 0 13 3 g 12
(IN FEET )
1 inch = 3 ft
HORIZONTAL SCALE
0 1g ~ ~ ,2~
(IN~'f')
1 inch = 30 ft
~ ~ ~
i I
4 ~ ; 1ti ''ri ,~_'i
' _ 1 1 , ~ ~ , _ 4 1 i, 1
8 _ ~ , ~ . i
l 1~! ~
. l j l//~~~ 1 l~
m
a 3,
x k k
w
w v 4
K
ro z
d
a N.T.S.
a a
U ~i O
U m
3
9 M
0
U
b C 0
w
e~
5P 1 a
r
R CONCEPTUAL DESIGN
A U TYPICAL SECTIONS
w ~z M
THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
Ni o ~ CHK. BY: xxx N
N w DES. BY: xxx 1513 Walnut Street Suite 250 rO 8
00.4 Cary, North Carolina 27511 1 1
o A DR. BY: xxx
ENG. IN CHARGE: xxx u aewsiori BY CM. DALE DATE: MARCH 2002

i ~ i { ~ l lip
I ~ 6. , I . ~-~r I X82 i i ~ ~ ~ v ~ ~ ~ i
~ 1 l
BQ ~ ~ ~ 6~g 0 ~ o o
% ~ ~ ~0 ~ .o a~ ~ ~ (Q p
64.0 i _ f 2.
1 ~ ~ t 1~
6~ .O ~ ~ t ~C~.
u~ ' O I / 1'!, ~ I
~ ~
~ ~ ~ 0 ~ r::. ~ a8~
6~ 6.0 i ~9 ~ 1
_ ~ r ~ r 694, 0 s,
1 ,
~ T~ ' < ` 69~, 0 - 690. D ~
. - ~ - ~ V ~8~ ~ -c ~
\ _ LJ~_ - _ 6~ ~ 8. ~ ` o
, 5 \ ~5 ~ ~ 6 ,o
_ _ i ~ o ~ ~ ~ ~o
~ ~j~ ~ . ~ o
1 i 0 ~2. d o
/ - a ~ 0 ~ ~ ~o ~ ~s ~ o
r , ~ , =z 6 ~ •o .o ~-r 'o
f i 0 , 0 ~
g~. \ 680 .D i i ~ .
~ ~ 678
O ~ 1 i i / ~ ~ 76. D / / 6 ~ ~ _ ~'4.
~ ~
7 ,~j r f i~`.
- - i i ~ ~
~ ' , _ 668 ~ ~ , , 66.0 ~ ' ~
~ ~ RI~PRAP TO E PLACED ~ 4
NT FOR STABLIZATION 66 .0 ~
~ _ _ , ~ ~ 0 ~
_ _ _ ~ , ~ .
;Y~~ ~'6
_ -~:~1~ ~ ~ ! 6 J O _ .58.0-
~ ;~56, 0 ~ V ~ . ~d
~ / ' ~ 0 , i ~ ` - i
r 7l - 1 A x~,.. / . ~ ~ -
A ~ ~ ~ tea.
,61 +~i 1 _i , j ES ~
Q ~ c-~_
12' ~ /6 ~ ' \ ~ - - ~
~1~ i ~ ~ ! ;1~.
~ su - ~ - - - _ - 4 I _ _ -
~~~.5 ~ WETLAND BANK
l t ~ ~ - \ ~ ~ BOUNDARY
~ ~ ~
n0 _ ~ ~ ~ \ s~
0 o -o ,
6~~ - 6 \ ~ .r
- , ( o . i )POSED SWALE - \
2~ o 0 66 5g. 1 0 6 5
60~ 6 0 t ~ \
6 ~
.
T
0 0 / s; _ ~ ~
I ~ ~ ~ ~ ~ ~ ~ 1 _
~ ~ r ~ r ~ i ~ f
I r ~ i ~ ~ ~ ;l~
. x - ABION OU ~
STRUCTUR - ~ _ ~ EEL 651.5 ~ ~I
/ ~ r, . ~i _ ~ r
/ i ~v~ / 6- ~ ~ r ~A
/ ,1 / ~ -

i - ~ r , f - . - ____a_
/ ~ - ~ _ J 653.0---, ` c`_~.~.~~-n-~, ; ' - _
_ ~ C.~ -
A-- - _ ~__.~~_4..-- - --_T_ - - ~ ~
i~ f ~ ~ ` ~ SECOND CREEK
~ / ~ / 1 ~ _ _ _ _
/ ~ A~~/ - ~ _ ~ - - _ _ - - c~
D
/ ~ / 'i
_ / ~ STABiI~ d )NL.ET BERM i~ P
~ EL=85 .5 ~ ~ FbR STABLIZATION
~ ~ ~
~i' i J
~V ~ t ~ ~ ~ ;i
3 ~ / v' N ~.5~ 00 ~ ~ %r~, ,f
~ O r=' ~ ~ S6, 'O 'O ,
~ ~ ~ "O ~ . r'
w N O . ~ O
x Q
3 b vi
B
z ' o ~ ~ ~
U i ]
F ~ ~ ~ , vi ~
z i 0
_ ~
a
a ~IIII O V
U i~, I~ ~ ~ ~u . . w
3
9
0
~ CONSTRUCTION SUMMARY
U NO ACTION
C
7.Oac
RESTORE TO ORIGINAL
nnenrn _
' VtCHUt~ . ac
y REGRADE TO RESTORE i CONCEPTUAL DESIGN
MICROTOPOGRAPHY 32.6ac GRAPHIC SCALE ~
~U az FILL AND COMPACT TOTAL AREA 50 .W CONSTRUCTION AREAS
4. Sac 49.Oac CC HK BY: xxx THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
N ( IN FEET ) N uS DES. BY: xxx 1513 Walnut Street Suite 250 ro 9
00 d 1 inch = 100 ft
c A DR. BY: xxx Cary, North Carolina 27511 1 1
ENG. IN CHARGE: XXX U DATE: MARCH 2002 REVISION BY Clm. DATE
~ DIF
~ 1~ I " 14 lif I EL

PLANTING TABLE
\ PLANT SPECIES COMMON ROOT CALIPER & HEIGHT SPACING QUANTITY ACREAGE TOTAL
J ~ COMMUNITY NAME (O. C.) PER ACRE QUANTITY
I~ \
B.R./ MIN. 1/4 IN. ROOT COLLAR QUERCUS PALUSTRIS PIN OAK 18 130 40.2 5,226 ,
TUBLING 1A TO 2.0 FT. HIGH
B.R./ MIN. 1/4 IN. R00T COLLAR
QUERCUS PHELLOS WILLOW OAK 18 130 40.2 5,226 I TUBLING 1.0 TO 2.0 FT. HIGH

QUERCUS MICHAUXII SWAMP B.R./ MIN. 1/4 IN. ROOT COLLAR 22 gp 40.2 3,618
CHESTNUT OAK TUBLING 1.0 TO 2.0 FT. HIGH
NYSSA SYLVATICA SWAMP B.R./ MIN. 1/4 IN. ROOT COLLAR 22 gQ 40.2 3,618
BLACKGUM TUBLING 1.0 TO 2.0 FT. HIGH
FORESTED FRAXINUS GREEN ASH B•R? MIN. 1/4 IN. ROOT COLLAR 2~ 100 40.2 4,020 ~V'
WETLAND PENNSYLVANICA TUBLING 1.0 TO 2.0 FT. HIGH ~
SWEET B.R./ MIN. 1/4 IN. ROOT COLLAR CLETHRA ALNIFOLIA pEPPERBUSH TUBLING 1A TO 2.0 FT. HIGH 33 40 40.2 1,608
B.R./ MIN. 1/4 IN. ROOT COLLAR CORNUS AMOMUM SILKY DOGWOOD TUBLING 1.0 TO 2.0 FT. HIGH 30 50 40.2 2,010 : i
POSSAMHAW B.R./ MIN. 1/4 IN. ROOT COLLAR i'
VIBURNUM NUDUM VIBURNUM TUBLING 1.0 TO 2.0 FT. HIGH 30 50 40.2 2,010
TOTAL 680 27,336
B.R./ MIN. 1/4 IN. ROOT COLLAR QUERCUS ALGA WHITE OAK ~gLING 1.0 TO 2.0 FT. HIGH 21 100 3.6 360
,~:FA MI T ~
~ / C- ' B.R./ MIN. 1/4 IN. ROOT COLLAR
QUERCUS RUBRA RED OAK 7UBLING 1.0 TO 2.0 FT. HIGH 2~ 100 3.6 360
BITTERNUT B.R./ MIN. 1/4 IN. ROOT COLLAR
_ UPLAND CARYA CORDIFORMES HICKORY TUBLING 1.0 TO 2.0 FT. HIGH 21 100 3.6 360
1 ~ ~ WETLAND B BUFFER LIRIODENDRON YELLOW POPLAR B•R•~ MIN. 1/4 IN. ROOT COLLAR
~ ~ ; ~~_j_~-- ' ' BOUNDARY A TULIPIFERA TUBLING 1.0 TO 2.0 FT. HIGH 21 100 3.6 360
j / / ~ ~ ` PINUS VIRGINIANA VIRGINIA PINE B•R./ MIN. 1/4 IN. ROOT COLLAR 2~ 100 3.6 360 TUBLING 1.0 TO 2.0 FT. HIGH
' i ~ j', TOTAL 500 1, 800
GABION OUTSET PLANTING NOTES:
STRUCTURE EL b 1.5

/ _ 1. THE CONTRACTOR SHALL SUBMIT COPIES OF THE PLANT MATEIRAL bRDERS TO THE LOUIS BERGER
r - - SECOND CREEK i-
f ~ ~ GROUP, INC. (BERGER) AT LEAST TWO MONTHS PRIOR TO THE PROPOSED PLANTING DATE.
EC 0 RE~1~ _ ~ 2. ALL PLANT STOCK WILL BE INSPECTED ON-SITE PRIOR TO INSTALLATION. PLANTING STOCK NOT ~Y
i ~ ~ ' R~ E I~LACED / i A~ILIZEp,1[~LET BERM t MEETING SPECIFICATIONS WILL NOT BE PLANTED AND SHALL BE REPLACED BY THE CONTRACTOR AT THE „
~ ~ i ' L. 6y~1.$ t FOR STABUZAT~ON - ~ CONTRACTOR'S EXPENSE.
3. THE INSTALLATION OF BARE ROOT TREE SAPLINGS SHALL BE WITH AN OST BAR, KBC BAR OR HOEDAD.
SEE CONSTRUCTION DETAILS FOR ACCEPTABLE METHODS FOR INSTALLATION BARE ROOT SAPLINGS.
o i ,
o 4. ALL PLANT MATERIAL SHALL BE ESTABLISHED IN A NATURALIZED PATTERN. NATURALIZED PLANTING
SHALL RESULT IN A RELATIVELY EVEN DISTRIBUTION OF EACH SPECIES ACROSS THE PLANTING AREA AT
THE SPECIFIED DENSIN. UNEVEN DISTRIBUTIONS OF SPECIES OR MONOCULTURES SHALL NOT BE
ACCEPTED. ALL PLANTS SHALL BE PLACED IN THE HIGHEST POSSIBLE MICROTOPOGRAPHIC POSITIONS.
~ 1
. 5. THE ESTABLISHMENT PERIOD FOR BARE ROOT TREES AND SHRUBS IS FROM DECEMBER 15 TO MARCH 15.
i / , ~ -
~ ~ /
~ -
w~,~°
GRAPHIC SCALE WET MEADOW SEED MIXTURE:
o ~
PERCENT PERCENT MIN. QUANTITY PER ACRE
~ IN p~~ SPECIES MIN.PURITY GERMINATION LBS.
i ~~n =Zoo rc LOLIUM MULTIFLORUM 98 90 30
AGROSTIS ALBA 92 90 4
PANICUM VIRGATUM VAR. SHELTER PLS 95 80 3
PANICUM CLANDESTINUM VAR. TIOGA 95 75 2
WETLAND SEED MIX N A N A 2
NOTE: THE WETLAND SEED MIX SHALL BE COMPOSED OF AT LEAST FIVE OF THE FOLLOWING _'j~~_
D SPECIES: NEW ENGLAND ASTER (ASTER NOVAE-ANGLIAE), PURPLE STEMMED ASTER (ASTER
~ AREA SUMMARY PUNICEUS), LURID SEDGE (CAREX LURIDA), FOX SEDGE (CAREX VULPINOIDEA), BONESET I''
FORESTED WETLANDS (EUPATORIUM PERFOLIATUM), GRASS-LEAVED GOLDENROD (EUTHAMIA GRAMINIFOLIA), GREEN
~ PROPOSED 40.1 aC BULRUSH (SCIRPUS ATROVIRENS), WOOLGRASS (SCIRPUS CYPERINUS), BLUE VERVAIN (VERBENA HASTATA) AND NEW YORK IRONWEED (VERNONIA NOVEBORACENSIS).
g EXISTING WETLANDS
s
0.2ac
~ 4~ FORESTED LEVEE a
3 3.5ac SEEDING NOTES:
9 -OPEN WATER LOUIS BERGER WETLAND BANK
r'a UPLAND BUFFER 1.6ac 1. THE PROPOSED WETLAND AREAS, UPLAND BUFFER AND ANY OTHER AREA OF SOIL DISTURBANCE SHALL BE SEEDED SEEDED
WITH THE SPECIFIED SEED MIX.
3.60C 2. THE SEED BED IN UPLAND AREAS SHALL BE PREPARED BY DISCING TO A DEPTH OF 4 INCHES. SECOND CREEK SITE
i TOTAL AREA 3. THE SEEDING PROGRAM SHALL INCLUDE THE APPLICATION AND INCORPORATION OF A SLOW RELEASE
al 1 49.0ac1 (NON-WATER SOLUBLE) FERITILIZER WITH A RATIO OF 5-10-0 AT A RATE OF 250 LBS/ACRE. ~ 4. SEED SHALL BE EVENLY SPREAD EITHER BY HAND OR MECHANICAL MEANS AT THE SPECIFIED RATE. THE SEED
SEED CONCEPTUAL DESIGN
F SHALL BE APPLIED SEPARATELY FROM THE FERTILIZER.
N$ 5. IMMEDIATELY FOLLOWING SEEDING, SEED SHALL BE INCORPORATED INTO SOIL. PLANTING PLAN
e~
g~ CHK. BY: zu THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
CNI 1513 Walnut Street Suite 250 ('1 0
W DES. BY: xxx 00 Cary, North Carolina 27511 1 1
$ ~ DR. BV: zu
ENG. M CHARGE: b0{ REVISION BY CKD. DATE DATE: MARCH 2002
i
NEW 4d Aw 0S, #11 -
1.111I W 401now -fflFNNt7_ -A" 'Pow,
r,

REFORESTATION REFORESTATION
i~ ~ TOPSOIL STABILIZATION
PLANTING PROCEDURE WITH KBC/OST BAR (DIBBLE BAR) PLANTING PROCEDURE WITH HOEDAD MATTING
O ~ ~ 1. INSERT THE PLANTING BAR STRAIGHT DOWN t. STRIKE BLADE ALMOST VERTICALLY, FULL
INTO THE SOIL TO THE FULL DEPTH OF THE DEPTH OF BLADE, INTO THE SOIL. PULL UP
~ BLADE AND PULL BACK ON THE HANDLE TO ON THE HANDLE TO BREAK THE S01~ GOOSE EL. 654.5 EL 654.5
i OPEN THE PLANTING HOLE. (DO NOT ROCK AT THE BOTTOM OF THE HOLE. CAUTION - ;,~J I EL. 651.5 I ~
THE PLANTING BAR BACK AND FORTH AS - AVOID RAISING THE HANDLE MORE THAN A
~ EL 651.0 ' I 3'
THIS CAUSES SOIL IN THE PLANTING HOLE FEW INCHES. OTHERWISE THE HOLE WILL
TO BE COMPACTED, INHIBITING GROWTH.) FILL WITH SOIL AND THE TREE WILL BE ~ - gym'-~
SHALLOW ROOTED.
2. REMOVE THE PLANTING BAR AND PUSH THE ~ I = ~
~ TREE ROOTS DEEP INTO THE PLANTING HOLE. 2. SLIDE HAND DOWN HANDLE ALMOST TO THE
PULL THE TREE BACK UP TO THE CORRECT BLADE. PULL BACK AND DOWN ON THE
PLANTING DEPTH. GENTLY SHAKE THE TREE HANDLE TO FORM A POCKET ON THE FAR GABION (rrP.)
O OO 1REE TO ALLOW THE R00T TO STRAIGHTEN O SIDE OF THE BLADE. WITH THE OTHER OUT. DO NOT TWIST OR SPIN THE TREE OR HAND, IMMEDIATELY PLACE THE TREE FILTER FABRIC
LEAVE THE ROOTS J-ROOTED. ROOTS INTO THE POCKET TO THE FULL
~ DEPTH OF THE HOLE.
3. INSERT THE PLANTING BAR SEVERAL INCHES CROSS-SECTION
IN FRONT OF THE TREE AND PUSH THE 3. HOLD TREE IN PLACE WHILE SLIDING THE
BLADE HALFWAY INTO THE SOIL. TWIST AND HOEDAD BLADE OUT OF THE HOLE. LOOSE
PUSH THE HANDLE FORWARD TO CLOSE THE SOIL SHOULD FALL INTO THE HOSE, HOLDING
TOP OF THE SLIT TO HOLD THE TREE IN TREE IN PLACE.
PLACE. EL 654.5
4. PULL BLADE COMPLETELY OUT OF THE HOLE
4. PUSH THE PLANTING BAR DOWN TO THE AND PUSH SOIL AGAINST PLANTED TREE 3' 6' 3' GABION NP.
FULL DEPTH OF THE BLADE. WITH THE TIP OF THE BLADE.
O5 O 5. PULL BACK ON THE HANDLE TO CLOSE THE O 5. USE FOOT TO FIRM THE SOIL AGAINST THE FLOW TO EL. 648.5 EL 654.0 I FLOW FROM
BOTTOM OF THE PLANTING HOLE. TREE. DO NOT STEP ON OR BRUISE TREE OUTLET CREATED CHANNEL SWALE
WITH YOUR FOOT.
~ 6. PUSH FORWARD ON THE HANDLE TO FIRM } I L. 651.0
SOIL ON TOP OF ROOTS AND TO CLIMINATE
AIR POCKETS AROUND THE ROOT. L--'-1
7. INSERT PLANTING BAR 2 INCHES FROM LAST
HOLE.
FIT R F I
8. PUSH FORWARD, THEN PULL BACKWARD TO
FILL PREVIOUS HOLE.
LONGIT_1JDINAL SECTION
OO OO 9 THE OPE NG WITHTITHE H EEL. ND FIRM UP O4
.l 10. FIRM THE SOIL AROUND THE TREE WITH THE ~ ,
~ FOOT. BE CAREFUL TO AVOID DAMAGING
THE TREE. GABION OUTLET STRUCTURE DETAIL
N.T.S.

O O
~ ~ ~ REGRADED WETLAND $ $
EL. 651 A ~ ~ ~ ~ RIPRAP
~~v ~ FILTER FABRIC ~
3
CROSS-SECTION `
REFORESTATION - PLANTING CRITERIA
3
STABILIZED INLET BERM DETAIL
a ROOT COLLAR ROOT COLLAR N.T.S.
~ ROOT COLLAR ROOT COLLAR ROOT COLLAR
a -
?
3 R00T COLLAR
9 m LOUIS BERGER WETLAND BANK
~ T00 DEEP T00 SHALLOW ROOTS BENT AIR POCKETS ANGLED PLANTING
(J-ROOT)
`s SECOND CREEK SITE
u UNACCFPTARI F PI ANTING
a PROPER PLANTING N.T.S.
N.T.S. CONCEPTUAL DESIGN
A az MISCELLANEOUS DETAILS
M
N..~. THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
o~ CHK. BY: xxx NC4 1513 Walnut Street Suite 250 1 1
N w DES. BY: xxx
00 ~-j ,It o A DR. BY: xxx Cary, North Carolina 27511
A ENG. IN CHARGE: XXX DATE: MARCH 2002 1 1 REVISION BY Clm. DATE
U

,
_
~ ~r " bs
1
7 ~2
~ , i ~ WETLANDS GAOIIP
t~'PJE~f QUI4LITY SECTIi?'`
9
1t v I rJ / ~y t* ~,•a ~y_ u'f I J sl^ u « r t ~'ri I I l:' f~ Yti. / : F ? I it II .W ~ ~r ~ )
. ~ I , . {I. . ~ - ~ I.. ~ .1' I ~ s~. ~ t~)~'J.- ,<d; r , ,ylti~n ~ I 1 rl:.. 1 . ' to ` r i ..t5 Cj`a ^ )h " I ..r ~ ~ ~ ~ <f~i~ ' ~ ~":,C.., ! 1 r _ ~ i ,
.n~.,~, rxs ~ ..fin T _ ,,yy~ il' C;,., a ~ a . y *x, ~11~~.'Y ~ • 1 / , ~!I,(~ ' r ~ I 7 .i/r. t I^5~•`~ 1; ~ 1 t r_ el t, f : i 'Y', ~ ~ I r }i ~ . 1 { ~ - 6 I~;I 1,-_ l a I l,l~1 y~
/ . ~r l t ' ,,1.: :Iyv ~ r' 1. I k-s f,' ~~r ~:.14,d - ~ fa :•-'1 r ;1-- fv.`il e , ~ _ A , 'l - f t~ . t { it/. i ~ , I 'J- J I
!rr ( .r 4 V~ tr ~ ~ t S: l~ ;.'~lr 1. i.! " 1. r _ p La,, - I 1 'f ~ ~I (I v II. i~l" i I Jf G~~~ ~4; i~ ~I ,g / ~ ~ ~ ~ I
`'I x`' 1 -t ,ti'.A~:. ,"1,i~t'+ ,f ,"st~ ~ ~ 1 s V Y I If I f~ ~ :fit; s"fl tt. C ~:r. ~i1 r i~ l i? L; F~ '.;~r~ i,`• - ~~d 451,•-, Ili .J .~t.A'' A~ 4~~. _P, it r 'd . 6 4 i ...rs ~.~.:"~L, fy;. '''a~ Y S f r ;r, ~-+y,~~ . ~ l ~ ' .~53 a ~ ~ I '..l 1 l~o~ ^ f~.' - . t y ~ `h. 4 t/ I f / ~ ~~II''~~ j t 1- 'r
~ ~ II 1..'r ~ fit' ~ ' f it r % 1 I t L ; Y ~ti. .1 t t I i ~ ' I >.'~"vaY- II I ~ ~ { ~:.~r-1 S. 17,{Yr,.; i i- ~ ~ ~.fi _ J{ 141{I . ;FB, I~ v,a , w ~I ~ } ~ .'1
K. .i t. ra 1 I alr I ~ a r ~~-r .,l r tom: .kr , r,. ~~i U1,~.-,' ~s.'•~ ~--a ' r};•~ r ~ r•~I, ` r~,~~~,t iq~ ~\_4. I ti ~I, rt 1, f ~ j 1~ % r 13 1 c
~ a" u-n ` J' I`~ ' a' r f li t ~ z T, is !1 ';~.7 4~ I - ~ ~ ,ice ' ~ ` Y ~ ~ . i. ! ~ ~ - Ilr~ r ~
ti.~Y ~ ? , j . r a: ,.-sf~t I r+ /r 1' ,ti a R~ I i' , ~ rX ~ A',\ i ,~r_r ~ ;vt1: i. i~~ ` lf' ly, r~ ...1 A I, r ~ I yL .+y .r , ~~y I _ I _ I. _ ~ r, - ..1 ~ , • `L ? c!._ 1~ / 'T it ~ ~.I - - .r. _ w
' .r r 1 ' I r . t,. t - ~ I' :'r „ n ~ ,1141'~t.. r! r 1 •I~ . >2~1~ 1 n, I ~.R. .a,.. y' '~7 f"+` l;4NJ`-,; ~1 1 f r'•:", ~ ~1~ f , ~~I~ II l~{; 32 II'•~ Y~i ~~,.1 1:1~` _ - Ski. 'f~.~ IL,~.!f li f: J s _ ~ 1 (A
. S I,. I ~ "l . aTl 1 ~ { Y 3'• v.h ,~1 Y if I V _ ' I , 1 ~ `i} r , a. , rr/ y l r..~. v" `~~a , ~ ` ~ . ' r~ I 1.-~ I' k ` f "'i I.~... r ,r '~.4 r' ~ a-n.a~'S,~ .r r c
- ~ x,~'.Yy, ~ 1 ~ `I r; ' I r f! / 1!, 'r` ;S ~ ~*J. ,p I I n. s~11, `r~ r, 1. . JF -,,w / k:i ' Vi, ~ y ~1 1'a". f.i a~ 'li t~ 4 r YI F ~YI ! z ~;<ISbi. ' A~ ~ ~ t T ~ l r, r:., , ~ .,irn+~, -
'r'ff' / ~ I~r t I~ ~a>. r I I':- J t ..i:Sr/~ 1 h !f~ .y~L~1fir{(y'j7 'i I v i'yw -Fr ~ ! F. ~ ~~,:L 1 •.f (q s ~ 1. ~ P .F. rF,'. ~s o "I ~ - Vii;. ~ } . I ~ a/ I, ~ ~ ~ II ~ i~ _ ..~t . . bi ~..~f'~s -~,i i' .I: .t. ~\.~Y' ~ ` .f iit ~ adPoS~ - -`ter
ll:. - r/ ~~x ~ ~ ~~.h( ~~fri 1i - 1 !w..0.~~ ~i r+, ti. x A ' ~-~7i11! ~,d.. i! ~ t i:.-.. ,~I Ct.~ tea. >,A Z~,. I i" ~ I,{~,. c''." ..:'%x ~.~.'~.i., :~1 ~ ,.b~ K t m.t, yl ~ t.,,(/ I II,~ . ~ u - - ( ~ I 1t U, ~,I '~I y.~ ,.~y j~~ir r.~ ' _ ~.I,~~ t ~ ~'i' l~, ,i ' =i' 1 „4 ~ ' t^ } 1. I i• ' ~'~l,' ~ , 14 _ , ~ ~r a~, ' ICI ; it i;,,~` f , - . :'r r'i
r ly. t I~~ 4'. il, r, ii J. e s 'I. ~~Il , , I i r ~ ' ( 1' f e , ! ^ ~ a(y - S', : - r e r ~ r x I~;., ill iy,. r .1 ~Cr ~ ~ n tom: J% 1' ~ ~ ~ - F„ J`~ *b: i, .
a•• -1 Ci~la~ I.{ I i~ Il I ~~1\ sl +.i7\\.1 7 tr I ~ tir: \I~ '1 I S', t~rg~~~~~'vl~~. r v ~."4';'~~ . ~ ~4.r \ L •Y ~ ~ ,M •,l .I . t 'r % sr. ~ :;G~~..~!"; 11 Y / y i 4 ..+xW u ~ ,y~ \:i j ,err"'` I, `.i 0"~•~- /~a' 4. r , it ~ / z r.r 4 t "'r: QI': f.,._:' 1i ~ r1 J ,j~ D ,,1~~?r 1 ~ ~y. 1 ~ ~1 ~t 1Y: i~ ~\u : I { • ~ `Mei tf) ~ v+r r` l•: ti G f' ~ ~ I _ ;
•ry/4 j,/~~ ~ 1. Vr l i ~ II N^J a I1'` ~x ('s`'':iti/ ~ l`w~7~ „tr"I A i -t±" 5l ~l 7..p~ ~ T I t. ~J 1 k ~ i . . , J
~ r.~: 'r. ~i .I ~ y~~ , ly 11 , ,1 ,I s ` ~I. ~ I r,:-~•' ~ ~ I.- 1.. . l•y'~~ ,..r I r ` ` I~ fl / + ' 1 ~ :.f : H_~ I ,3 1 '+s
.~.N^K' 1 ~ ; \ •'tr ',,~~1i'~ ` , J. ~ { ° ~ :;;';,t v, ~w* ;;:w . ~ s , I' i I ~ I.:y~ -~..1\~~ ~{~.4 1+.;M .r a\ hti: ! :{i'~- V -1 x.~ P+1. r h~ 'r< f•~ ~ i . "'-'r 1 'r'~. f~,P \;,1;• .'dry' -`1x > " r. .;1 i r . J.::. I;' I i ny~s I ICI. - _
•~1 s 1'• - .r: ~ r 1..: a~!^. n'" IL ~1~7J< P .I' ~ h\./~ ~r'~' t'~ ~ i. {~i J: (~}\'t r 11 I~ ~I s 441 / ~ t \ 1It : f. "S?`~ i11 ~ } f ~ (^~I { ~ it 1,µ 1 i. 11.. .I . J ' r1 .
_ a'OI !r^"t ¢ - a ri< ~ ' ~iy t;'"' r f/.i ; I i i..A ,r.<, +x 1~ ~ . Y I~ / 1~ 1 { ".i r .3,~.
~ / ~ i ~ r ~ r~`r~ ~ 1 ~ ~ ~ y,r r~ ~n jet tl + ~ ~ ~ , ~p 1 ~ ,I f<tl ~~,tiyl r- ~ ~i: • ~ ;1.'. !yi I 1i r:r /~:'~t\ r, .\;s`~ _ "y,,h~r rlx i'l .l-7.-`/t'J II''' I ~'f 1 "l ~ j I ~ I ~ ~ }h
y: t ti, '.~a - ;l'c~„ _ 1P ~ -rv~ ~ ~ ~,+i tt'~b' ~`K~~A e ~r, x I ,fir. r n ,I • l'• 'iy ~ j{' I l .I.!./y '^~'y~ 1 •`r ~ I(f =~S ~~gf f f 4 ~ IJI„~ IK.. k' 1 ~f a -l ~ I - i ' I ~4 1 . 'r S II rat iG 1, ~ ~ - ~x ~ _ l I I ll.;~
~ nc~r: .o ~ x•^•'"+,.. 1~..!' ~ `r'... Y, ~ 1Y U'.' 't ~G 1..~~~ ..,x.. •TT;I' r I~~ I ~ .'~I r .~1~ I ~ i \ls- her - _ 41 .;g,' - ff. 4 ! . i1 i r.:,.i. L I' /s/-'~fl ,t <xr ~ ' I I \ s`s.: ~ ~.s~~~ I I,i,- , v ~ S,-.' t! : ~~'~~a ; l.a~•... >~a __.,r Iii.,. t ~,~t 11 I''~ II ~ ~ rK/c'V/ ( ~r~' ~t -\,:.A f ~?-~e, 4~.t '~~~a
•wr = `tom v i ~ti 'u i r., ~ { } I'.-. a. ~ ~ r. F ' ~ ' n ~5.. ~ ~ II I r I ~ w, i}f 16 r ~ ;C ~ , ~ I ~ J `i,',. ~ {.I, , ~~~J ` Fq~ 1~`':. ~ ~ ~ ''~l~ =rte ~~i~°., ' ~ ~ -~,i(r E.. .l C, ~ .1v~ ~t ) ~ A ~ _x~
. ,,ap r~'~l r" ,r ~ I ~.i i'~ s l'v4r~.. ( , ~ "la t k. /d t i,? I :II Ir - "._'CJ I ..i:'s '.I, ri , j Ip rY: - d°.~ r ~ -z,,.. ~ -,,Va' I r.r ! ~ )it _ ~7 rN~_ ~V 1~, y1 I'ti jt.d, ~ Cr' 1...~,r p:r,..". _ ,1 i -.,4. t to rl ~ ~ 'u ,4r ~s,r
k~~~{ { S ~ r~ / r t r I ~ ~ I~ t ~ I a i ri, a F 7 5 \ ~ I ~ r,' +pi ~'i~~~ ~r.1(~ r 1 r, ,Y.'.~,~,ti ts"' yl ,I~ f~ 't ~ I ,y' 4.rr z i,~ K-1, r it I _-s a„ [ Ii awl I r F.r- rYAe~d \ tl ~ ~ r~ ~ .'~It '`~~,7 , I Jrit~ ~e / .A.i ~'ll , K kti ~ r"Y~~ I} fPr~ li;,: i~;
~ ~ s {r . l 't r I r { d ~ ;tom y ;xt; ~ H ' 'f~ .r; 4.:, , _..-~ti,i is , h.+,t ;t r".=.r p ~L' ~d ~1 I! - 11. I.° ~ C a. n r{'! F ~ ~ :r 4X, `i"k r 14 . f ~lxl--i. /C ~ : •j +sr} ~ . I ,+I, . ~yy I
a ~ Y I ~,~,1 ~ A ~ . ~ I ~f I ~...1 ~ ~ ~^r _ l - ~.I ..as: , + ,`r*F~~ I) S ` /,J,y.. ~ ' r \r~1 a<r= - u~ y.'?' J-. 1 ~ r Uy, ( ~ h ;Y b y' e ~ ; ~ t~~~,l t ,}~`.~ay i r I - rS `w 1 r II :S, ' ° . I. ~ ' I 1 'a. l ` , - _ r ! t \ ~a!c. - (LL
r t %1t V, as d r ~I: ,l,l r ~ i i ~l I. ,,E, Y ~ .f r. ' : , - - r r `:~t I~ 4 l ,1. Ira r ~ . ~ y ~ iyJ ~~o G. ~s,~.3? ~r ~ ,a { tll . 1 ~ r " ~ P l ~ t ~ Il r~ ` ~ /q ~ ~ _ r ~t'~ x>x=_'3^h,, ~'~~i ^i~:l.,l{~: I { V tl ~Y ~,I ~i~ -r~~~. ~I r s, 'S}' ; ~ _ -
~r P.H YA9 - ! r 1I' - AS ~ (4: v~•.r .y,i l r. .l`, Ir y.. ~ jl:v "ti.,;. ~ ~ ~ ~ ~ ~ . ~ r~ ~ , ~1 ~.~i~ ~a > " yI ~t .t. Yi ~ I', ` i 'r g f i~'~ f ~ I { I ~I`."1 - ~ ~xa~iF"r L~,. r °~t ~~1y G.., y ^t . ~;..~ya
~l ~ Y 1.~.~i 0.l ( ~"'Sjl.~ n1,t ~4 .1' ,~c I~ :t I I~',7/ I, ' 1 ~ 'R " ' ~ 3Sn ~,t.: ~ ~ r t Ip I ,a i f s -q Ic ~ , , 4 t w Y a\ S i'~ .i - ~Nf l M.. l l r I{t 9{~ JY ~ 4 ? l .i \ ~ I rra{ II `~~w ~ r i ~ar t.'. ! `,p JJr~.L-F a~ 11r .+i 1 L,, ~(I~ ~ ~1. "ti'i
~ I' .:~9 ~ ~ , _rz ' r ~ ' r.{, ~ ;'~.3rJr,,,~'Si 1 , tF ~ ~ .l : ~ e > 'I .I.~1 F ~11;:~,A i . ~ . Y"- r ~ I)y ~ ~ - ''9 ,14.; 't"~, Py t~ ~ .a rr _.1{ .V' ~ psi. :Yr ,~4 'S ! I:1 ;L ~ ,V r:./ tJ {~r ~{r I I :
I ~ tl' 3+.,,, r._[f, .k - ~ * ;'I r I+ ~ i i.S `ft.~_ ~ , ~v. 1., "c.~~,`. ~ 1 g ~ ~.!~~~,,I ~ , , l~ I ~ R 1 ~ ~ { L ..i'~ „lam ~ ' ~ I. ~epi5 / _ . 1116 es, ~ .1 ...,il J/"` ~ (.t~ , . II " :.al,; ~ ; 1 t ` r §i. r y?,,,',~ 11~~, ~ I ~ ~ 'tl,~.' ~f. ~~a ^.~,...J I Ss< r .y~-y }~4 9~.. ~iL ~ ;.~Y ~L Ye 4 , ..~~n~ll tl~l ~fls e`?I I.~ ~1y I.''F cnt'~h~ I~,' L~ FT'',' . {j II',; ^r~ ~ (y~~;, ' ~-"'4 _ ~.Y al' Iles; i ~ ~ r~ ~ I Its::
,-y I ~ a Y p. r,• t - ~i .I ~ Z t{ t l :j;-^h+r'. .J Fi I r M v,,.S'~/ ri I : i . j• 1 : , \ d s r. - Y ) \ '
I Sl \ ~ ,TAl~ , Y - r rl-.1 { I f •l t ~ *.~[r'~ d ~ I ; ~ k ~ ~y' 1 ` (J,( ~r y I
I. '~1N r+~.f 'tY t~'~r'~a ~!s~'~41+-~~ f 1~ V...r p~ ms's, C` '2''~.5 ~ I a i ~ I , z-..~ r ~I ~ ~~>s I~ ~ g 'its. , ~
~ fl,,. ~b tr 1 ~6 R~~ i ;t, {~,l J; tl41,1'~1'~~. ..Y09cF~ ~'';~rl v ,i ~~r ~ ~A.~~~. _ ' 1,' y? s \ s ~r y tr ~ ~:t. r. ~;'7 ~ nV - t. ~ 1 's:_s.Y". ~ l,~'~~ I i } f + ~ ~~-~A`...~~ 11 ~ Ua I?:; r. ~ t f r _ ~ :i-. ..=_fr. J ~ ~ ~ ~ '1 ''r I I .t '1Y Y -.'bv I ~ f ~T.P It 14i~
~ ` .aka . :..r: r i~,: e.'~\/~"'r Ii~ ~ i . i I r+.:, , I - ~c , ~ ~.r y ir'~ : ".~T`3`' .."`fi'r r ~ . \ I - ~ ~ , W _f r 1 f t rl t ~ C y'<< I x..' ~ 'w. s I _ r ',4 T i' ~°y ;'w. 2 \ 'ri'~ ` F Y / ~ ~ I J i~~N- C/ t l~~~~'R 1 'I, I 1~ ~ ~ III lYl~~ _ rt ~ , a ?
, . J. ~ ~~.:r~/ I I ' I „ I I I ~ \ ~ I ,y-~ ~yl~ ,'il \~~ryi , - n ~.::j.~ f" i ~~I,I ~i ~ i. l~ ~ ^I ~ i _1 III a~. f~l
r / f '/r :':1' I ~ ~ .,~,r,r / r tat i , Y~ e r ~ ' ~ I 1tr'et^~.,=~t.. / k. I.• I J. 4 ' 1. { C Y - I e :.r I!" J- f ~J,: 1. I - ~ ~ { ~ \ ~ : 1 I~
_ ~ ~ - l` tl { ~.ls:~~~>~ x ~t~..,l I vti ~..>fl,l 1~ J
.ll ,~M 1 r Yv I t ~:.i n ~ y' ~ r 4 { , '-'tea ~ ~ r ` 3,~ i - . !;'.I { ' Z `,,e 4 ~ti+ ,il la .q -.0 4 ~r r J~ nr 5 :.1 r \t.rr,.. ~n'. I"i n 1.~~ n ~ J J~ fi ! ~ C II ` J i~l.~ ~~l ,ir { ~ IC -JIr ~ } I 'li~ r~E~ 1 ~ ~~,f I 1 y ?t ~ f ~ ICI ~ t . r%r , t :a, A -a
Q ~ ) t? ~ttl,I. { ylI .~"S I~ ~ ~ ~ I s 'ar tt~~'C ~ ~I~ti l~: ? ,i ~ I + Lr r,~,} ~ s.~; I ~5, j', ! ' r 1. 1 >-4 ~ /Y 1~ , \ I ~ . I \ "yt,.'"'~aa_ Yom' ~ t~'0'~~'~ ~ a!.{ t+q I~t r~ $ 't ;,r 4~, - r\1 * rR \ >>j'I ~ tti f~l~ I~'
4 I ,I Lly r.:, ,~i~ ~ - L ~lt Ili, _ ~ _ e . ~ _
~ y 1 ' I~~ . .>.-.,a*r ~ r u~ I A. ' ~ i~'- I ~ i ti~ ,lt ~ `..L ~ _ ~ I iE ~ t" t' ~ rl ~ a,~. 4fll~dr<a~p _ _ ~~~'t ~ t ;f {I I' ~i. ~z~ ~ tly e+ .~U yam, ~
W ~f ,I 1 ~ 'c: ti, ~ x 1' + + ~ b ~,."'t ~ i X?` I~, ~ " v I t, lr;j _ s ~ ~ ',4'~_r' _ ~L;, I ~ tit ( b I~~ iisl n~_ - ~ °~--.r,.:_.... - I r r. ' 'r. ~ - r 1 ~ 'b 1 ~ a 1 ~ .~~I .l K _ _ c-,{ t: r ~ l ~ ~ , ~ ~ , t { INDEX OF DRAWINGS
xr r yy t. x ~ ;i Il s, ~J i ~ - , ; , r r r .,rf r 'fl~ r--^'i I I y i ti 11 ~ y7~f '.di ~ ~4,, I t~~ ~ ~ r gpp4J'. a f { `~'t I,G` ,fii. : ~ c !~n.~ + 1° 1~" +I ~ ~ it ~ Y ` II ~S ~ { ~I.:. ~~pGat3.'" L,,A~,.y7 Q~Y 1 ,r3, ~I ~~y 's< '~I' ~ ..tip r t yy s
~ 'x'~ ~~a~ ht,' ~~~,~7,~-'-?'-~.,a .r. ~'r.,.;l 1 ~ t~ c I ° ~,,•AY c ~ ~~.4 sl,' "@ # ? , x4 , ~-I , , ; ,I~ ~ I y 1 ~ ~ SHEET No. DESCRIPTION ,1 ' - ~ Js,,'?, - t~-, ~n ~ r 1 ~ l,'i-• ~G r d i.?, I rs . 4`1n .iH a y' kS~ y - I :n .,a - I I ~tr~ S~^:r a ,,i ~A uf'i.. ?r~~.a, ~ ;~5~, 2 rte-.
U t ri s ;.f;t .i.'i x•, I ~ I p a ,91,E .'1f.. ).,l 1 t.,. y ~i~~,~fr.:- i ~ 1 I wl"'~j'"s-"~r.- - ' 1 , ~ I I ~I t l ` t I I t'~Ir.: r: h I ~ r',.` r Vii: z ; : r. ~ `r; , .J.. ~ , ':3'~ , r;~. 1 ~.•-r aj.-~ y~ I' ! p ~ 4 \,r °rk r. ~ '1 - a~ E i~
-J _ -Ir'ty ' I ~ _ 4 ' rot~`z l i ' i ~ . ,g~ n,.~ ,11,;. G ~r t `ht ~pa~ _ ,~~~yI,~ A ~ s:, ~ I ~ r:;~r s,~ ~.;,w 1 COVER SHEET ~ I y t Tti 1 I ~ I ti Y ~ _ ,'t~. ,
1 f ( ,t ~ut~fl/A`~ ~.1. 1fi ir^ ° , -.A -,...f 4 ~ / l!" Ia ~ r:
e ~'~S .1' ~..J ~ ti V4. t (,7 "1P I~ I~.: ~11~: ~ '1V ~4. ii{I r ~ •'i1 t r 'S{:; V .:liM"•i ~I~J"/O' s / ~ b....t I , Fs' ' - ;;%r }n~ I r" (h} ' . f ~ I V t ~ 40 , ' r 1 ~j 4;~ n ~ . ~ , ~ 'J HOMESTEAD SITE l1 ;f1 ~ ~I ~ r~ ll ~i i b- tp~. F~F ~ 1~ ~f JF~. ~.`4~ti~ -
1 Y .1.r I = ? 4' eo>n { ~.~`t_ r,,...a~':,.,~ll,k°n~ I U 111 t . IL:; L.~ / , ~ ' 1~ilYF . . . . , 2 GRADING PLAN
• ~ PHIC UADRANGLES SOURCE: USGS 7.5 MINUTE TOPOGRA Q
CLEVELAND, COOL SPRINGS, COOLEEMEE, AND ROWAN MILLS, NORTH CAROLINA 3 TYPICAL SECTIONS
z
4 CONSTRUCTION AREAS
Q 5 PLANTING PLANS
6 MISCELLANEOUS DETAILS
U z_
S"A1 ~ p~~Voo' ~ooo' N CR K SITE SECO D EE
n ~nnn snnn nnnn nnnn ~ ~nnn 7 rRAniNG PI AN
VV%JV ~ V JVVV ~IVVV ~vvv i~vvv
U 8 TYPICAL SECTIONS
a w
The Louis Berger Group, Inc. ORIGINAL SIZE IN INCHE 1513. Walnut Street Suite 250 N INCHES 9 CONSTRUCTION AREAS
10 PLANTING PLANS
Cary, North Carolina 27511 11 MISCELLANEOUS DETAILS
LLJ

1 ~ I I
/
;f /~LW
\ v- / r
r~ / ~ o

Sri
i f i i / % ~ P~ f/ ~ fir.
i / i
p /,i / RIPRAP TO BE LACED / ~ ~ ,
Q FOR STABILIZATION ;
~ / ~
i i / / ~ ~ / / ~
\ ; ~ f
, ~ ~ i-~ r ~ 1 - s A ~ ~ 1 ~ ~
f ~ \ ~ ~ ~ l i / ..r-
. f r
~ ~ I ~ ~ G TU EL. 681. \
~ ~ r-- / ~ I
i t / J t - ~
~ \ ~ 1 ~ ~ f% ~~l ~ r ~ I , ~ - i ,r / ~
~ I, ~ - , a`b ~ ~ i 1 i I i / , ~ ~ r------
~ ~ f ~ /
i ~ / ~ 6 , / I
\ ~ ~ /
' ~ \ ~ , , i ~ / p ~ ~ I, ~ ~ / , ,
/ \ ~ ~ , 1 ~ 1~ 1 , ' ~ ~ / ' I I ~
/ ~ ~ , - I ~ ~ ; ~ ,ice U ! ~ ~ ~ ~
1 ~ C ~ 1 1 \ ~ ~ i i \ ~ ~ / ~ i/
1 I~ ~~~1~~'~~~i ~ I ui ~
r ~ _ / ~ 4 % ~ I ~ 1 ~ I ti~ ~ / ~ ~ 1 _
~ ~ ~ ~ ~ ~t ~ is ~ r ~ / ~ , 1 't~ 1 ~ ~ I ~ r
~ f j ~i lII i ~ r l I' ~ ~ \ ~i ~ ~ r ~ ~ . 1 ~ i ~
~ I~ 1 ~ I I l ,l ,~I ~ ~ J r ~ ~ 1 ~ l ~ , ,l ~ ~ ~ ~ ~ wEr~ANO K ~ ~ I~\ 1 t, i I f i ~.r ~ ~ ~ 1 ~ i i ~ ~ ~ ~ 1, 1 ~ ~ ,
~ ~ ~ 1 ~ ~r , , , ~ \ BAN , ' ! I 1 i, ~ ~ / ( ~ l~ t ~ 1 ~ l
~ ~ ~ , , BOUNDARY ,/r----~ ~ 1 / I i ~ + , ,r ~ ~ i. ~ ' l ~ 1 ~ ~ 1 ` 1 1, 1, 1 ~ ~ ~ ~ 1 ~ ~ , ~ ~ ~ , ~ ~ ~ ~
i ~ ~ ,G ~ t ~ 1~ ~
r-" ~ ~ \ l I ~ i ~ ~ ~ i ~ _ ~ f ~ ,
' I l i ~ , \ ~ .r- ~ ~ ~ , ~ ~ ~ ; ~ ~ f
~ ~I~~ v ~ ~ I~ ~ ~ / ~ ~ ' t' ~ ~ ~ / ~ 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I
,I ? o ~ v I ~ , 5g y~ ~ i
~ I i ~ ~ ~ ~ ' ~ ~ ~ i i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~ i~ ~ ~ I 8 / / l ~ , 1 ~ ? I ~ / ~ r ~ ~ 1
\ ~ ~ _ 1 0~ ~ ~ I i 1, i{ ~ / 0 1 ! ~ ~ 1 ~ I ~ ti ~ ; ~ ~ ~ ~ i ~ ~ i ~ t~ ~Ii 1, 1
> ~ ~ I: 1 1 1 \ ~ ~ . ~ ~ I i 4. A I I I ~ I , ~ i ~ I. , ~ ~ ~I 1 t I 1 ~
l ~ ( I I ~ CREA ~ ~ o I i~ ~ 680 i ~ ~ ~ \ ~ ~ ~ ~ I~ ~ ~ s`` ~ , CREATE SWALE TYP. 1 ~I 1 1 I ~ ~ ~ ~ i ~ r , i 1 ~ i i
\ t ~ i ~ / ~I ~I ~ _a I ~ I i ~~r ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ SEE NOTE 2 ~ i I l i
I ~ ~I v / 1 ~ o .A ~ ~ I i i ~ J l i ~ ~ t 1 1 ~ ~
~ ~ O ~ ~ \ , i ~ I s~ { ~ ~ o ~ 1 ~ 8 ~ ~ i I ~ ~ ~ 6' O I,~ , A ~ ~ ~ i r - ~ ~ ~ ~ ~ , ~ i,a~ . / r ~ E~ ~ i i ~
/ ~ 6 ~ I ~ ~ \ cv v/ i n ,,V - d' I i ~ ~ I i ~ j
A ~ \ ~ 1,1 ~ , ~ ~ , - i~ ~ I / \ CA ~ ~ / ~ ~ ~ ' ~ I j r / I ~ i ~ ~ ~ 1,
- / \ s ~ , I ~ ~ ~ ~
/ ~ ~ << ~ ~ ~ ~ ~ I , / ~ ~ g8 85 \ / ~ ~ i .I ~ / , ~ ~ r i , A~ , 1 ~ /1 ~ ~ ~ ~ 1
/ \ 6 ~ ~ I I ~ ~ 1 ~ ~ i << I 1 ~
\ 6 ~ 81 \ / I ~ ,./l/ ~ r ~ \ / ~ 1, ~ 1 ~ ~
~ ~ ~ i ~ ~ ~ 1 t l ~ 1
~ A ~ ~ ~ ~ ; ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
~ i ~ ~ ~ r = \ \ ~ ~ ~ 1 ~ ~ ~ C~ O
\ J,, ~ ~ _A Si ~ ~ ~ ~
\ i 1 ~ ~ ;~F i ~ _ ~ ~ lip ~ ~ I 1 ~ ~ i A ~ ~ r r- I ~ i \ 1 ~ 6g / ~ ~ 1 ~ - - ~ \ > \ l \
1 ~ i 9 ~ ~ I ~ ~ 69 - ~ ~ \ . , ~ . : -
~ ~ ~ ~ \ ~ ~
r~ ~ ~ ; ; , , / ~ I i ~ ~ ~ ~ ~
\ o~ ~ ~ ~
~ l ~ Y= ,/i
~l _ _ ~ g2 I ~ : ~ ~ ~ s i ~ - ~ i 6 I / ~ ` ~e - A iii ~ ~ ? / _
/ / \ r
~ -A\`~ - ~ 3.
~ . ~ ~ ~ V ~ 687 ~ ~ ~ ,i- _ y~
i 1 - ~ ~ .r\ - ~ _ A a ~ ~ ~ ~ ~
~ ~ l ~ ~ ~ x-68 ~ /f ~ / - 0 i ~ "`I ~ G ~ ~
\ - ~ ~1 ~ r/ 68 i, ~/~V~ \ \
` ~ ~ `
A ~ i ~ ~ i ~ / / r / I ~ ~ V ~ 1 - ~ / ~-___-.r--' . . , . 1 ~ / ~ I~! ~ ~ ~ _ - - ~
l ~ ~ ~ 1 ~ ~ \ _ ~ ~ /
A / r'
~ t 1 ~ ~ ~ -
\ i ~ ~ I ~ ~ ~ - ~ I ~ -
~ /
I J ~ _ _ v r \ / ~ ~ t ~ ~ - ~ - ~ ~ 1 ~ ~ i /
~ i \ _ ~ ~ 1 1 i i ice, ' ~ i i / y' ~ ~ I ' ~ J ~ ~
I ~ ~ A 1 4 I ~ l 1 ~ 1
~ I ~ ~ FR r-- - ' I I E ~ , ~ 1
~ ~t~. 1~ - I A / i % /
I ~ ~ o ~ / , -_r---- :~~I i~, ~ \ ~ ~I I< ,
a ~ ~ I t l i d b ~ ~ _ ~ , , ~ ~ ~ ~ ~ ~ i 1 ' L' / ~ ~ ` r f
~ ~ I I ~ : / i1
w I, I v ~ i t r ~ i . , ! / ~ y
~ l ~ ~ , 1 ~ ~ / / , ~ 1
v._ ~ I 3 ~ ~ ~ _ s ~ t t~ I 1` ~ 1 1 1 ~
b ~ i ~ ~ ~ - ~ r i ~ ~
I ~ J + ~ A 1 ~ / ~ / / ~ ~ i ~I ll i ~ ` r 1~ ..i
~ ___.-r ~r l ~ , ~ ~ r._---- ~ i l ~ / I ~ L ~ / ~ ~ ~ i, ~ 1
, l rr I r 1~ ~ i ~ ~ / l ~ I I I
~ ~ G~t~ ~ r ~ lei / \ ~ C7
a •
U ~ F7 O U
rN^ V
3
g EARTHWORK SUMMARY 0 1. BASE TOPOGRAPHIC MAPPING DEVELOPED FROM FIELD
~ CUT VOLUME: 10,500 CU.YDS.
SURVEY BY SHULENBURGER SURVEYING COMPANY DATED
FILL VOLUME: 10,500 CU.YDS. FEBRUARY 06, 2002. HORIZONTAL DATUM IS NORTH
~ NET: BALANCE 'E
x CAROLINA STATE PLANE COORDINATES, NORTH AMERICAN
DATUM 1983 NAD83 IN FEET. VERTICAL DATUM IS a
~ NATIONAL GEODETIC VERTICAL DATUM OF 1929 NGVD29 IN
c CC CT
~ GRAPHIC SCAT•F
~U GRADING PLAN
100 0 90 100 200 400
2. REFER TO SHEET 3 FOR SWALE CROSS-SECTION. THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
64 C-:iK BV: xxx 1513 Walnut Street Suite 250 02
~tl DES. BV: nxx 3. REFER TO SHEET 6 FOR STABILIZED GABION OUTLET ~ IN FEET ~ Cary, North Carolina 27511 ~
i inch = ioo n mo UR.BY: xxx STRUCTURE DETAILS.
~ Cl ENG. IN CHARGE: JQQ{ RensaN BY cim. onre DATE: MARCH 2002

RESTORE TO
ORIGINAL GRADES
CREATE FILL AND REGRADE TO RESTORE FILL AND REGRADE TO RESTORE NO ACTION
BERMS COMPACT MICROTOPOGRAPHY COMPACT MICROTOPOGRAPHY
n
_r_________ ~ ~ ___r_._.._.~__.. _ ._T_._.___~.._ r~~___._ ~-P -S-WWA~ _ I ~ _ I - - , T . - i ~ ( ~ i ~ ~ - co
~ I I SE DETAIL i _ I ~ I -
_t- ; I ~ ~ ~ _ s J I I I E
I ~ , ~ ' ~ i I I
r i ~ , ~ i ~ f I ~ I ~
~ FINIS ED GROUND I ~ -
~ - - i I it -
r_-
~ I ~ ~ t o i r-, _ _ _
co
N I ~ - I I
~n p j ~ ~ i ~ I ~ ~ I I
v i i ~ ~ j' i ~ ~ ~ Fx~ Tivc c. ouNU ~ ~
~ _ 12 TO SOIL
f-~ ~ ~ i i I I ~ ~ '
W 1 ~ ~ ~ ; I L~~ i ~ ~ ~ ~ j ~ ,
W ~ , ~ ~ , , , ~ ; ~
~ i I ~ I I ~
~ r ~ I ~ I
~ f ~ ~ , ~ ~ ~ ~
I ~ i I ~ ~ I
I ( ~ ~ I
~ 1 ~ - ~ ~ I ~ ~ ~ ' ~ ~I I
a ~ ~ ~ a ~ ~ I ~ i ~ ~ i ~ ~ ~
_w. ~ ~ --I-- a f I ~ ~ I !
n ~ I ~ ~
- -
1 +0 2+~ 3±0 q-+0 ~~-f-~i J-~~ ~O -F~ 7+1~ c9
)N A-A'
N.T.` N.T.S.
VERTICAL SCALE
s o u a a u
(1N FEC1' )
inn-s e.
HORPLONTAL SCALE
m ,s ~ b
( ur per )
1 inch = ~ ft
ORIGINAL GRADE
r 4 4 is
~ ~ 1-'~~.:~ ~ ~ ~ 1 1 ~~A 4 i
8 ~ 1~<-~
i ~ 1~'"~ -~~1~,,- ~
itf~~~ jl~,.- 1
`~~'~~%~~V`%~%~~~, ;
3'
3 _ b
ixv' k ETAI L
ei N.. . N.T.S.
w
m 3
b z
a a
a
c~ a
U k 0
U m LOUIS BERGER WETLAND BANK
3
w
U
HOMESTEAD SITE
x F

CONCEPTUAL DESIGN
TYPICAL SECTIONS
~U
..a THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
o~ UK BY: xxx 1513 Walnut Street Suite 250 03
N Cary, North Carolina 27511 1 1
N u9 DES. BY: xxx
DR. BY: xxx oA
ENG. IN CHARGE: XXX U REVISION BY CKD. DATE DATE: MARCH 2002

_ - ~ zK ~ F r: ~:F
- _ - ~ ~ E' ; a.. ~ ~ ~
1 =ey ~
~ ~ ~ ~ ~r. w_ r __q

f' - ~ ~ k
u. ~ ;
~~30 az~°' ~ 1 f .fI J 1 ~ ~ ~
,r a E ~'I ~
~
, r,P o ~ ,
RIPRAP TO 8E PlJ~O ~
j ~ ii'~~ r~:; ta; i FOR STA8IUZATiON f ~
¢ ` ~ ~ ~ ~ t
3 # . j' 'rf f~
r
f ~ ~p~ ~ ~ f r, _ 'a.
.~.f~~,.
~ ~ ` , ~ ~
u. F . - / 51~tl1CTUl~ Q. 1381.0` ,,f f .r
. ~ _ ~ ~ ~ - _
,r
~ r l~ ~ ~ ~
~ i" ~ f ! t'
-z . ,
`r ~ ~ ~ s . i r
r / r
I 1 ~t~}df ~ fit:- ~ l~~y~~ ~ ri ~ f . T~
- If J. ~ ,II ,1 _s
~ / ~ a ~ sE~~~~lt ~ i l 1 ~ 1;4i'k's f
t ~ i<, ~ lst r. ` f ~ ..t,,4 ~ ) . t fi f . - 1 _ : ~
=~l = x~ Jul, t I ~ ,ti J 'r a ~ ~ ~ ; l~. `lit„ ~ # ~ ~ ~ + Lr is C~
3 1 ~ ~ / / ~
~ :t,,I
€ ~ f1 ~ ~ ~ ~ 1 , ~ff ~ ~ j ~ t ~ , , ~ ~
~ ~ ' y ~ ° ; ; ~ ~ ~ ° ~ ~ ~ W~TUIND B~WK ~ ~ ~ ~
f l{ jt ~ ~ ~ ~ ~ i~ ~ ~
;E' ~ 1 ' , ri ~ ~ ~ ~ ~k~ ~
} f t 1t \ t~ ~ f~ i 11t$~. 4 ~ ~ 1 ,
• ~ - , ~
' ~ / ~ } ~ 1 ~ b a
~ ~ ~ rn
~ ~ 3 ~ ~ 1 ~ ~ ~ r ~
~ ~ ; f ~ 1 ,
1~ s i, ~ i r ~ ~ ~ _
~ ( . PRA r~ I ~ PROPOSED ~ ~ 1
~ ii l r , ' f I ~ . y. - ( ~
~ ~ ~ a~s ~ ~ .'tt ~ , ~ ~ _ , ~ ~ ~
~ \ ~ ~ ~ , ~ ~ f o ~ ~
~ _ ; t f ~ ~ ~ ~ ~ ~ #
V° \ {r ~ ~ 7 i i $ ~ ,A t t ~ 1
; ~ ~ t ~ ~ ~ ; I i. / 4 ~
r- ` ti'' y ~ , ~ ~ , `t ;
r / - 4'L ' 1 l~ r t~ O + ~
• c~ ~ ~ ~
~ i~ h Y, i / ~ f ~ 1 ~ ~
' ~ . f• f r I 1 r F _ _ # i ~ 1 ~ ~ ~ : I ~ ~ ~ r ~ ~ ti ~ \t
f j , Sj ~ ; ~ ~a ~ ~ \
y ~ i :5~. I 1 S
`
~ f ~ / 1 - ~ \ r' - 1 ~ ~ 1 .ter r
i ~ / . .,....Y-~,.,,,~ ;4., 5. f -
rt u 1 x~~ ""`+a+.~ Fr f z... M F ~ 'r' ~tf +t'~ ff ~..wv..... y\l t ~ ~y\ ! _ -'R \'^n 4
~ 4? l3 a/ ~ ~ ~ ~ _r. f/'r '!`i. Ft t.~: ~ ~e+.:.~!~ .?._++.ww~-+"" fir' t ~.,.~n ' 1 ~ ~~'''ti.~`.r.~~ tY ~c°°a.`~3nAU.raewP~a.~, r«+a.~ a~
x r ~,f
os~, ~ 1 ~ ~ ~ ~ ~ ~ ~
FOR Sl`A~UZAT~N ,1-.~
l ~ a - ~ i \ Fes'- ~ ~ ! } - { ~ fd - ~ 'may 4 ~ ~ I ~ i. f F _ ~ _ rf f r - ~ ~-Y
.:.,.„mom<. ~ ~ {{r ~ 7 ,i 1. ~ ~t 1. < ~""°•~...re:~.~=^r,,,,,,,.. f r'~- ~f ~,w. s.~... '.-r` ""x~~ ~ ~ _ ~ ~ ~ k ~w - J -
f d"'
~ ~ , ~ E t ~ I . f it t t `
9 ~ ee fi ~ ^4 Hwy-.. ' r ~ ~ ~ ~ 8 f
~ ~ ~ s r ~ ~ 1 t . f
a ~ ~ a
d a ~na~ _ ~ } ~ ~ ~ I ~ 9 r . ~..-mss" ~ ~.,-.,x.,....,•,.~.'". j { -
~ ~ ~ ill#~ ! ~ ~
t ~ 1 t ~ a p ° _ ~ r' ~ f' • ,l w'"'
I 3 ~ t ~ t ~ l rte.. ~ jl ,i: l f
a~ ~ ~ ; ~ = f € I ~ f t x a ~ ~ ~ ~ . I
~ ~ ~ ,f ! w
# a , ~ y s r ~ _ J t r l l' 1 F } _ 1 ~
~ _ ti r t } (p ) f- r~ ( F '
> . k r r • ( 1 f
y r' 3 - 1 ~ ~ , ~ ~ a ~ f , ~
,J ~ ~ ~ t t d _ ~ 1" / i~ t .d'`~ sue' ,s s # f
CONSTRUCTION SUMMARY
NO ACTION
~ 3.5ac
RESTORE TO ORIGINAL ~I
RA G DES CREATE BERMS g.ga c
REGRADE TO RESTORE
.....w.._~.w..__-_.... _ .
Flu' ~ MI(:KU I UF'UGKAF'HY 2 1,lac G RAPffiC SCALE
CONSTRUCTION AREAS
FILL AND COMPACT TOTAL AREA 100 0 m no ow
1.2ac 35.Oac THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
a~ crac. ar: 7513 Walnut Street Suite 250 0Nahh Carolina 27511
c ( rear ) DES. BY: xxx IN 1 inch ~ 100 ft.
OR B`E xxx
i V ENG. IN CHARGE: xxx 2002 DATE: MARCH ~ N~ BY ~ DATE
I
i

qq d - .
z ,r . ,f 4 t ' > ~v~ Y tit ,+!'~'~;w. - ~,~~.`^:..~r''a ~ r:d" ~ - ~ r /a, a : _{~ti t y, '
.
~S ~ ,.,w . obi 5 Si ; zd'` ••..a" ~°~,.,~r ~~"",,°-•a"`"k..+.Y,., 3".r.:l.r f' f 't 74k ~ f 1 ~ r .ww+ ,rv,.,..frs { h,~~r ! c,. ` ,?...a r
yy M a.
-A ,rx'fl..a apt ~}~.r't t"v'.g' .il`.d,!1 ~-::,.v,..._,,. ,n ~'R"'~ '~~'`;"r°'~- ~ 5.,y.~'
w.,
_ s t . 4.~ , ~ fir` r~~~ ' w , ~ ~ ' _ _
~ r ~ . .,.,~...-~A.,~. ~,*r,x ,a ~ ~ „ _
:e- 11
s ~ ti t t . , PLANTING TABLE
4T ~ I f f ~ f r~ ~ ~ f ~ ~ - ~r c a m ~ ,
~ ~ ~
~ptX c ' 4 / ~ PLANT COMMON SPACING t3UANTITY TOTAL
' = ~ ' ~ s f . a..,: _ Y " _ ~ COMMUNITY SPECIES ~E R00T CALIPER do HEIGHT (O.C.) PER ACRE ACREAGE ~n
s r~,~ B.R./ MIN. 1/4 IN. R00T COLLAR
y ; . ` . f°~ f QUERCUS IYRATA OVERCUP OAK TUBI.ING 1.0 TO 2.0 Ff. HIGH 20 i 10 27.3 3,OQ3
.r- , t ~
xf~ '~4,,.~ WERCUS PHELLOS WILLOW OAK TUBUNG 1.0 TO 2.0 Ff. HIGH 19 120 27.3 3.276

,9 ~ g+. j r a ' SWAMP QUERCUS MICHAUXII CHESTNUT OAK TUBIING 1A TO 2.0 FT. HIGH 27 100 27.3 2,730
I' I ~ x r .a , I r'
_ ,<.;r d~~~ _ wsr r.~'s"~ ,,4'x`4„~ NYSSA SYLVATICA SWAMP . PROPOSED VAR. BIFLORA BLACKGUM TUBLING 1.0 70 2.0 Ff. HIGH 21 100 27.3 2.730
~ ~ ~ - , 1~ as . r : _ r FORESTED
II , d C w - , , v ~
t _ 55 } ,~,~r ~",y,~~.~ ? f A~ axfx Lob Mt'~s~". ~ ~ i ~ Y FI ~a F Cf`~f f l ~4F `w~ FRAXINUS PENNSYLVANICA GREEN ASH TUBLING 1.0 TO 2.0 Ff. HIGH 21 100 27.3 2,730
. ~ , y
f-'v s ,,~s"~ k{ ~ _ Fas r r ;t1 T ~ i ~3 . `6 f" ">a,~v.. «.+.n+..,`",. : ,r f , _ , ~ :_,`.N,,.d.,t ~ 1 ~ fi~{aal.~'g by _ ~ - ~t ~ k ~ i F t 1 ~ =tf. - ` R ~~'-Z CARPINUS CAROUNIANA IRONWOOD TUBUNG 1.0 TO 2.0 FT. HIGH 3p Sp 27.3 1.365
t{ i ~f w { f a d# r'~ a,. ~ r~~~
( 1g , i a x ~ P" I ~ G 3 I ~ n a s ^ 1 , , ~:G~~ a.,v,~ g"~„~r : ~ @ 1~ ~ , r 1 a- ~ ~ ~.e CORNUS AMOMUM 511KY DOGWOOd TUBUNG 1.0 TO 2.0 FT. HIGH 30 50 27.3 1,365
i 't d~:~ g,. p ~ i
~ ~ ~ , tj`Y~~(~ ff 1'~~;7t; POSSAMMAW - . }j + t 1 1r,;, VIBURNUM NUOUM VIBURNUM TUBUNG 1A Td 2.0 FT. HIGH 30 50 27.3 1,365
Itt D~ a ~c~ ~1'"ie I` j ~ ~ t
,I .'.a~,~ i 1, 1 1 4, 1 t ~ ~y d ~ ~ ! ~ s ~ F.: , , t^ , _ : i 4'~~i s ~4'S, ~ a~?. -g ~ R F r_ - - f ~ 1 i a ~Ly L t ~J f TOTAL 680 18.564
p { y ~ . i t s. 4." ~ ~ 1" r t~f ;?s: a ~ ~ C il( d F F "@ y ~ t~ ! r
2k 4- f; , ~F r.' f ;.e e ~~t . ~ ~ ,a.Yd,'~sf~ r' F e ~ ~ d $ ~ ~ iii #r ~ t s ~ 1 ,g}it ~~t ~ij 1 B.R./ MIN. i/4 IN. ROOT COLLAR
r ~d t E fa off , ~ ~ o~ ii ~ ~ ~ t~~i t . d sj j gd a i ~.`tt t''>~ J 1 ~ d$ 3~ ~ ~ P r i ; rJ (k / j ~ QUERCUS RIBA WHITE OAK TUBUNG 1 A TO 2.0 Ff. HIGH 21 1 p0 5.6 560
f~.,,% - J.It i ~ F j ~ # $a ~ v~ ~s kJro _ ~d y F ~ .f ;7 ) . i _ : j
fs pt 9;t t ! 1 ,.lt+y{ ~ _ ? t is 3 r ~ t ~v h. 5 x ~ y ` QUERCUS RUBRA RED OAK TUBUNG 1.0 TO 2.0 FT. HIGH 21 100 5.6 560
' a d s v ..t 1., , .'r` - t ,1R. a5i #t ~ J Y~rQ r: ' ~ e t a ~ _ ,r^" r t ~ , . h : d , :,iaF F i .e , , _ :dt. ~ r _~'w , f < ~ 77 , i } : }frF i.r ..r'° 2 _ ;:4, r ,~,a:.. 7 . r 'y ~ ,5 ,a:: xi y~ ~ ~ 0 4 a r, i x~ \ F' UPtANO BITTERNUT
t : 4, , F . .e- Q:~w:. t i r x 1 S .t : 7".. , . ~ - R.."`~P-' ~ i" 1a x r~ , t~ f. , y ~ a'" r , , : I ~ ,:xi ~ ~ . i .,t , d, o r y a~ 1~,~. ! , - ,,F r t :r,~ a `t:,. 'i, J a, ' 1'~~ . 1".. a 3,°.~~ar M.~. tom.. ,z...3&. t t 'ti.; 'F~t`~ 'x~.
: ~ ' BUffER CARYA CORDIFORMES HICKORY TUBUNG 1.0 TO 2.0 F'f. HIGH 21 100 5.6 560 ~1ti 1~* ~ ~~y'
. ,^.a x a it l 16~} ~ ~ - 'it ~ ff .:.t , fi r 4'44. : r!,~ f i • ...X ' 4~'v ~t.`~ 4. ~
r ~c v,,~,; URIOOENDRON TUUPIFERA YELLOW POPLAR TUBUNG to TO 2.0 Fi. HIGH 21 100 5.6 560 ~ ~
w..-.,,,a:. ~ a S 1 R t' - ~ ~ - 'may+:: ~ .a ~ - w~.
r~+r ~'f qJ ~yLE~gi t~ 1. ~1? i rh:~; ~ r' p x_ Yf w,.,a~n. ~r*r 8 11'' : 1> ' t± ~i ~w ,.,,~,or ~ r~rw ~ E ,a'" / ~ _ ~ PINUS VIRGINIANA VIRGINUI PINE TUBUNG 1.0 TO 2A FT. HIGH 27 100 5.6 560
~ TOTAL 500 2.800
{ \ ~ t 1 t ~ ".r ,.p
i \ t , f` 1. 6' 4,,.. q ~ ti.''~' t~'~,... _ ~,,,..~~~,.,,,,..a,~~,.,,,,`'•~ ' t ' ~ 1 ~ el ~f - - r ~ u..x rg" .,•-'-rte -
_ ~ j~.~'''~~
..«x.44 . s. - ~ A -r.,~T..~K ~ ~
. '.s f - ~Sr" s~ `
I ~e
~ _ r 3 }i a. i~ j , ~ _.,a..~^-~-~....,, ..rk' .w..;.,r"'- 4' ` r ~p # t 3 ~ q ` r _ ' dJ.e+"`~ w'P ~~m ! ~ ~}}X3{ i _1. c ..,•r ,...~4. ~ ~,w~w, ~~,w•-. - 9 3, ~r . r _ f~d .f .r ~ • r f ~ i r"'+.. ~ 'x; l~ c 1 s : ;yi,'% 4` ,mw..,.... ...^"x a,. ~w rs.` ,v f j' r I `'~+..ti-.
~ _ ? , ,.w i u > ; r r ~ t s - 1,~~~ ` f r a ~ ,y a" - _ s " ~ g ~
, ~ , • ,
, 3. ,e ~ Vii.... .~'.?j f t f
, k~ . ~ - 1 t~ ra ~ ~
?y i f jj// ~ , I E f ~ 1 ti ~ ~ ^...u:r."" 3t ~tt: f:- J / t J i .t G ~ f ~N~
f ~ ~ ` _ • ~ , 4 `r' ~ .r~ a. ; ~ ~ 4 ~a .
, ~ ~ - - -
~ ~ a~ -f/ : f t w/"~"w - /fir $ i Y ~ 4 ~ ~ ti ' PLANTING NOTES:
/ 1 r i I .''~1 / ~ y ~ a
J~ ~ ~ ~ gpe ~ ~
jJ 4 ~ * 1 b t 7a 4 a 1. THE CONTRACTOR SHALL SUBMIT COPIES O~ THE PLRM 1AATERIAL ORDERS TO THE LOUIS BERGER GROUP. iNC.,
~ I{}artt°rJ{~ ~ `4~ k i w..+ 7r~g5~1~t,~:~ i;'`t _ ~ , 3 j , F(. X AT LEAST TWO MONTHS PRIOR TO THE PROP4SE0 PUWTING DATE.
rQ .:{(t. ~ j''`'am. °4` ~ 1 . ~
Q. ALL PLANT STOCK WILL 8E INSPECTED ON-SITE PRIOR TO INSTALUTION. PLANTING STOCK NOT MEETING
xi SPECIFICATIONS WILL NOT BE PLANTED AND SHALL BE REPLACED BY THE CONTRACTOR AT THE CQNTRACTOR'S EXPENSE.
i 3. THE INSTALLATION Of BARE R00T SAF'UNGS 5W~LL BE WITH AN OST BAR, KBC BAR, OR HOE~A6. SEE CONSTRUCTION
i~ ' ~I DETAILS FOR ACCEP7A8lE METHODS FOR INSTALLATION BARE R00T SAPLINGS.
4. ALL PLANT MATERIAL SHALL BE ESTABLISHED IN A NATURALIZED PATTERN. NATURAUZEp PLANTING SHAI.I RESULT IN
A REIATNELY EVEN D1STR18UTION OF EACH SPECIES ACROSS THE PLANTING AREA AT THE SPECIFIEQ DENSITY.
GRAE~II~ SCALE
I R R PERC NT PERCENT MIN. UANT TY E AC E E Q UNEVEN DISTRt8UT10NS OF SPECIES OR MONOCUWRES SHALL NOT BE ACCEPtED. ALL PLANTS SHALL BE PLACED
~ ~ ~ ~ P CIES MIN.PURITY GERMINATION LBS. SE IN THE HIGHEST MICROTOPOGRAPHIC POSITIONS.
M M TIF OR M 98 94 3~ I.ouu ul ~ u 5. THE ESTABLISHMENT PERIOD FOR BARE RODS TREES AND SHRUBS IS FROM DECEMBER 15 TO MARCH 15.
R 1 A 92 94 4 AG OST S ALB
t~~ PANICUM VIRGATUM VAR. SHELTER PLS 95 8O 3
~ t tech ~ 2a1 K. PANICUM CLANDESTINUM VAR. TIOGA 95 75
t~ WETLAND SEED MIX N A N A 2
NOTE: THE wETLANq SEED MIX S4~IAI..L BE COMPOSED OF AT LEAST FIVE OF THE FOLLOWING ~,'a SPECIES: NEW ENGLAND ASTER ASTER NOVAE-ANGLIAE , PURPLE STEMMED ASTER (ASTER
~ )
A PI I BONESET I' PUNICEUS , LURID SEDGE CARER LURIDA), FOX SEDGE C REX VUL NO DEA),
I~~ EUI'ATORIUM PERI"flt,IATUM , GRASS-LEAVED G(}LDENROD EUTHAMIA GRAMINiF4LIA), GREEN
i l ~ { ) E BULRUSH SCIRPUS ATROVIRENS , WOOLGRASS SCiRPUS CYPERINUS , BLUE VERVAIN {VERBENA
~ ) AREA SUMMARY ~I,I~ ~ r
~ HASTATA AND NEW YORK IRONYVEED VERNONIA NOVEBORACENSIS). . ~~1~:~ FORESTED WETLANaS r
-ti ~ 7
PR~P~SED 2 .3ac
~I EMER~EN MEAD
P7 ~M./ED
IN Na
i 1 I .
0 C
f , 1. THE PROPOSED ~'ETLAND AREAS, UPLAND BUFFER AND ANY OTFtER AREA OF SOIL DISTURBANCE SHAD. 8E SEEDED UPLAND BUFFER ^o LOUIS BERGER WETLAND BAIL(
TH TH P II~l S ED MIX, W1 E S EC EO E :
~.6cc ~ . TH .SEED BED iN UPLAND AREAS SHALL BE PREPARED BY DISCING TO A DEPTH OF 4 INCHES. , ~ E
- TQTAL AREA ~ 3. THE SEEDING PROGRAM SHALL INCLUDE THE APPLICATiO~I AND INCORPORATION OF A SLOW RELEASE HOMESTEAD SITE
35, ac
R T F 5O LBS ACRE. I i WITH A RATIO F --1 AT A A E O 2 ~ NQN--waTER SOLUBLE FER Tll ~I~R o S o 0 ~ ~ )
4. SEED SHALL BE EVENLY SPREAD EITHER BY HAND OR MECHANICAL MEANS AT THE SPECIFIED RATE. THE SEED
~ SHALL BE APPLIED SEPARATELY FROM THE FERTILIZER.
M IA Y F WIN E NG SEEO SHALL BE INCORPORATED INTO SOIL, I MT:D TEL OLLO G SE a , CONCEPTUAL DESIGN

I m~ i
PLANTING PLAN
<
THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
cw. BY: xauc , p ; m ~ 1513 WaMut Street Suite 250 r05
$ DES. BY: zxu Cary, North Carolina 27511 17
M ~ DR. BY: o~ r~vOori BY acn_ ash DATE: MARCH 2002
ENG. IN CHARGE: XX7(
r -

REFORESTATION REFORESTATION
6 4 6 F,NISHED GRADE
PLANTING PROCEDURE WITH KBC/OST BAR (DIBBLE BAR) PLANTING PROCEDURE WITH HOEDAD I- ~ EL. 684A
O ~ 1. INSERT THE PLANTING BAR STRAIGHT DOWN 1. STRIKE BLADE ALMOST VERTICALLY, FULL EL. 681.0
INTO THE SOIL TO THE FULL DEPTH OF THE DEPTH OF BLADE, INTO THE SOIL. PULL UP
3' GABION
~ BLADE AND PULL BACK ON THE HANDLE TO ON THE HANDLE TO BREAK THE SOIL LOOSE EL. 678.0 BASKETS
OPEN THE PLANTING HOLE. (DO NOT ROCK AT THE BOTTOM OF THE HOLE. CAUTION -
THE PLANTING BAR BACK AND FORTH AS AVOID RAISING THE HANDLE MORE THAN A
THIS CAUSES SOIL IN THE PLANTING HOLE FEW INCHES. OTHERWISE THE HOLE WILL FILTER FABRIC
TO BE COMPACTED, INHIBITING GROWTH.) FILL WITH SOIL AND THE TREE WILL BE
SHALLOW ROOTED.
2. REMOVE THE PLANTING E3AR AND PUSH THE
TREE ROOTS DEEP INTO THE PLANTING HOLE. 2. SLIDE HAND DOWN HANDLE ALMOST TO THE CROSS SECTION A
PULL THE TREE BACK UF' TO THE CORRECT BLADE. PULL BACK AND DOWN ON THE
PLANTING DEPTH. GENTLY SHAKE THE TREE HANDLE TO FORM A POCKET ON THE FAR
O O TREE TO ALLOW THE ROOT TO STRAIGHTEN O S[DE OF THE BLADE. WITH THE OTHER
OUT. DO NOT TWIST OR SPIN THE TREE OR HAND, IMMEDIATELY PLACE THE TREE
LEAVE THE ROOTS J-ROOTED. ROOTS INTO THE POCKET TO THE FULL
DEPTH OF THE HOLE.
3. INSERT THE PLANTING BAR SEVERAL INCHES FI\ISHED GhADE
IN FRONT OF THE TREE AND PUSH THE 3. HOLD TREE IN PLACE WHILE SLIDING THE i EL 684.0
BLADE HALFWAY INTO TFiE SOIL. TWIST AND HOEDAD BLADE OUT OF THE HOLE. LOOSE
PUSH THE HANDLE FORWARD TO CLOSE THE SOIL SHOULD FALL INTO THE HOLE, HOLDING
TOP OF THE SLIT TO HOLD THE TREE IN 1REE IN PLACE. EL. 681.0
PLACE.
4. PULL BLADE COMPLETELY OUT OF THE HOLE
4. PUSH THE PLANTING BAf2 DOWN TO THE AND PUSH SOIL AGAINST PLANTED TREE
FULL DEPTH OF THE BLADE. WITH THE TIP OF THE BLADE. r 3
EL 677.0
OS O6 5. PULL BACK ON THE HANDLE TO CLOSE THE O 5. USE FOOT TO F[RM THE SOIL AGAINST THE
BOTTOM OF THE PLANTING HOLE. TREE. DO NOT STEP ON OR BRUISE TREE
WITH YOUR FOOT. GABION ~ FILTER FABRIC
6. PUSH FORWARD ON THE HANDLE TO FIRM f BASKETS ~ 3'
~ SOIL ON TOP OF ROOTS AND TO CLIMINATE
AIR POCKETS AROUND TIHE ROOT.
7. INSERT PLANTWG BAR 2 WCHES FROM LAST CROSS SECTION B
HOLE.
8. PUSH FORWARD, THEN PULL BACKWARD TO
FILL PREVIOUS HOLE.
O OO 9 THE OPE NG WITH ~T EEH EL.ND FIRM UP O4
A
10. FIRM THE SOIL AROUND THE TREE WITH THE ~ EL 684.0
FOOT. BE CAREFUL TO AVOID DAMAGING
THE TREE.
RAP ~ MAXIMUM B STABILIZATION SLOPE EL. 681.0 EMcRGENT MEP,DOVJ
5 EL 80.0 EL 679.0
EXISTING ~ ~ ~ ~i ~
STREAM CHANNEL _ ~ ~ ~ I \,\i\\`~~'~;
O O - FILTER FABRIC GABION
BASKETS
~ ~ ~ ~ ~ LONGITUDINAL SECTION
GABION OUTLET STRUCTURE DETAIL
N.T.S.
REFORESTATION - PLANTING CRITERIA
ROOT COLLAR ROOT COLLAR ROOT COLLAR
ROOT COLLAR ROOT COLLAR
'a F W
$ ROOT COLLAR ~
,4,.. . LOUIS BERGER WETLAND BANK
9 T00 DEEP T00 SHALLOW ROOTS BENT AIR POCKETS ANGLED PLANTING
~i (J-ROOT)
HOMESTEAD SITE
~ UNACCEPTABLE PLANTING
a PROPER PLANTING N.T.S.
N.T.S. CONCEPTUAL DESIGN
U MISCELLANEOUS DETAILS
N~ THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
a CAK. BY: xxx 1513 Walnut Street Suite 250. rO 6
N N w DES. BY: xxx Cary, North Carolina 27511 1 1
~a
M w DR. BY: xxx oA DATE:
ENG. IN CHARGE: XXX U REVISION BY Clm. DATE MARCH 2002

~ \ ` I i J ~~i I ~ IjII'1 ij 'I i ~ j j'Ji \ ~ ~ ~ / I'~~////~J/ ~~II ~ I II I i
7 / / \ 'i ' I ,
I / I ~
\ - - - \ ~ -
/ / ` _
`C I ~ ~ ~ / / % / ~ III I \ ~
~ -
) ~I \
\ - ~ \ / ~ \ ~~-._r---__- 670.6 -f ~ / j~ I
~ ~ ~ ~ / ~ ~ I
-690 ~ / i ~'c/I, ~ ~ ,6`%2 ~ ~1 ~ 6S70--~~
~
i R srneuznno ,
~ / ~ ~ _
~ ~ /cam ~ , \ ; ~ ~ 7 /h~ ~i ~ ~ ~
/
~ _ ~ _ \6 ~ 1 ' ' ~
J
~ i
~ \ i 5 i.o--z^__-~ ~

\ WETLAND BANK 5 ~ \
/ 1
- / \ \ BOUNDARY
1 • ~ ~ ~ sso \
1
~ ~ 1 ~ - s~ Nom 2 ~ \
J I ~ ~ / % % ~ ~
6 ~ l
S' ° ( ~ ~ ~
o
~05~ ~ UCTURE EL. ~i1.5 rn
/ 6h,~.
~ / i
/ ~
c-~, - - . -
' -
_ r o -
~~a - 45 0= _ - - - ~ ~ ~ ~ ~r SECOND R K
~ ~ _ j - _ q, '
_ ~
c~ . ~ r- _ _ _ = j
,
r~ / ~ 5 .5 IN ER ~ 6S4o - \ /f / F R STABLIZATI ~
~ ~ / ,
~ / \ ~ ~
/ / ///j
~
/ - ~ ~ % ~~5~
1
0
s ~
/ ~ ~
~ / / ,,I I' ~
~ -
j~; j
NOTES:
9 EARTHWORK SUMMARY MMARY LOUIS BERGER WETLAND BANK
U.YDS.
1. BASE TOPOGRAPHIC MAPPING DEVELOPED FROM FIELD CUT VOLUME: 19,700 CU.YDS.
SURVEY BY SHULENBURGER SURVEYING COMPANY DATED FILL VOLUME: 19,700 CU.YDS. u.Y~s. SECOND CREEK SITE
~ APRIL 23, 2001. HORIZONTAL DATUM IS NORTH CAROLINA NET: BAL STATE PLANE COORDINATES, NORTH AMERICAN DATUM 1983 BALANCE
(NAD83) IN FEET. VERTICAL DATUM IS NATIONAL GEODETIC
CONCEPTUAL DESIGN
~ vFRTirni nnTUnn n~ ia~a ~n~rvmal iN ~F~r
. goo o w GK~Ytill: 5 ~Al.p:
p I•„• ,W GRADING PLAN
of 2. REFER TO SHEET 8 FOR SWALE CROSS-SECTION.
THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
IN FEET L 1513 Walnut Street Suite 250 rO 7
DES. BV: xxx 3. REFER TO SHEET 11 FOR STABILIZED INLET BERM AND i inch = ioo cc Cary, North Carolina 27511 ~ ~
o~ DR. BY ~ GABION OUTLET STRUCTURE DETAILS. RevisioN BY CKD. DATE DATE: MARCH 2002
6 ENG. IN CHARGE: XXX v

FILL AND COMPACT
RESTORE TO REGRADE TO RESTORE FILL AND COMPACT REGRADE TO RESTORE NO ACTION
ORIGINAL GRADES MICROTOPOGRAPHY MICROTOPOGRAPHY
~ PROPOSED SWALE SWALE
SEE DETAIL
U ~ 5 - -r-----i----- - - - - ---~------I-- --r - I I T I ~ - -r 655
I I ~ i ~ ~ I
i i I
~ I ~ ~ j ; II ~
FI ISHED ROUND 12 OPSOIL 3 I I I - ~ ~ \I ~
_ i I ~ I I I ; j ~ 3 - i 1r \ i z ~
I ~ ~ ! ~ ~ ~ ~ i f
z - - o~ ; _ _ ~ ECO~PS~
~ i a5a ~ - - - _ _ _ REFK_f e~,~ z>
z> ~ ; ~ ~ i ~ ~ i ~ ~ c~
~ I , o ~ ~ , i z i ~ M i - - i-
~ I ~ I ~ Q , f ~ ; i ~ I ~I ~ ~I ~
r I ~ ~ i ~ - EXIS~IN~ ROUND ~ I ~ ~ w i ~ I ~ I i i ~ 1 ~ F w
J W ~ OLD SE ODD C ~=EK C I~NI?EL ( I ~ ~ w~ i i ~ ~ i j - w~
r I ~ ! i ~ ~ ~ ~ ~ ~
i ~ ~ ~
~ I I / I I i ~ I ~ III ~ i II I
645 - -I- - - -i - i i ~ i 645
~ ~ ~ i ~ I ~
i
- i I I I I ~ I
i ~ I I ~ i I
~ I _1_ i _ I ~ 642 642
1+0 2+a 3+a 4=,a 5+0 E+0 1+0 8+G
A-A'
N.T.S. N.T.S.
VERTICAL SCALE
S 0 1.5 y ~p
( IN FSE7'
inn=s n,
HORIZONTAL SCALE
b ,a ~ p ,p
~ ur asst >
i ~n = so tc
GRIGINAL GRADE
r
i
. 4 4 fi~~ ' ~ ji 1~~ ~ , Tom.
1 ~ i~~.-ti ~ 1 > - , , 1 1 11. 8 a,
i i 1, , ~
~ %1j l~i~l ~y /
~ ,1~ ~~1/ i. ~ lr~~ 11 , ,11
a 3' b
w w
k
3 _ b
z a
a N.. . 5.
a
a - v U Q
Q U
y~ P
9 LOUIS BERGER WETLAND BANK
M O h
.54
A/ w U
0 SECOND CREEK SITE
w v
R: q
5+ CONCEPTUAL DESIGN
F
~U TYPICAL SECTIONS
oa
d' U THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
COX. BY: xxx N
N ua DES. BY: xxx 1513 Walnut Street Suite 250 ("08~
~d Cary, North Carolina 27511 1 1
c A DR. BY: xxx
ENG. IN CHARGE: XXX U REVISION BY cam. Dare DATE: MARCH 2002

i < ~ ~r ~ _ ~ ` ' ! t' , y~' ,i' 7 P t , r , ~ E
~ , ~ 1 ~ ~ ~ _
a ~ ~ ~ ~
.
~ b, d _ -yp, ~ ?t~~ ~ / ~,t,~ r ~~1~f. ~ r~ ~
1 # ~ ~ l{{~~ /f !
I' ~ ~ ~ ~ f t ~ ~ ~ _ p~ft. i~ ~ ~ ~
J
( ? J ~ ~ ; f'` p~
,d.~ '~~h~ h^'gyp~ ~ *4...,.+=.,~wa+.t~_ ~ i ~F}F~1 e ~ 1 ~ ~ TM~ ~c...wc+
E a „ 1. y ~ ~d~..,~,w„.-°°"`~ ~v ,J ' ~j` i I! ' fi S.~ ~ q t r t t ' 6 ~ ~ ,
_ ~ ~ l
~ u _ a ~ f~
'si ~4::i '4?~`°,_ S~ ~j:. ''..i, ; Y, ~ ,wt ~~ti. a e„~...-.K. +v` alt. 3 ~ ^v..y` ~ f ~ ~ ti , ~ ~ ~ ~ . . . t~ ~ ~ ~ ~ ,
_._q.~ ~ , r ~
2 i y tI '~.~,~1 e
l t j! L ~ ~ ~ ~54 'fit ~ 1, ~ ~ b. q.
~ ~ - 1 . ~ ~ ~
~ ~ ~ ~ , '&~ti ~~t~~~S~S~~Z i~ ~•tf~',~ 2,wYi.~ ~ ~`~-•w,,,~„ `^a'*o., "r,.,n °+c~ ~ ~ ~ k._. r, / C~ + _ ~ j! "'fit " h ~w' '"'~,v- 4°.,
A. ''^~.4...~, !y ,.1''~ i ~ p w ~ a. ^or ~'Q'~ ' ~k ~ 4i ~t4j F~ ~ f l ~ ~ 4. H.1 ~ ~ i.E ~*.m...-^r m
~b ~ ~ - t 4 1 \ 1 ~ s a~ ~ ~ s , ~a : 'aa~ ".:may ~-w'y..~..,,'~+...,,~~• ~ ~ 6 ~ ~ ~ 't b°s t ~ ~ y ~ t n ~ v ~ ar ~ I ~ `+4 -~~~`w•"rb~ ~i
y ~ s~ ; _ .
i q { ~
. E ~t ! n t . ~ . i~ ti..w ~ f • a ~t 4 ~ ,F/ ~
o ~~'t?,
~ ~5. t ~ A b S k ....~k~ fi , r t t~~ e` y/. w 1q 4.y ~i_.,_...r F } / 'Yp r ' F j/./ ~ '`~,°>a ~~h n ~w."ws'.'%~.zewY a ~ ~~`nw.rm•' ~ r . ~I
a ~ t b ~ ~ ` ~~n ~ r-`""`may A ~ >'!^r~^ f 1 .r f ~ ~."w...P"°'*r 5 ~4 ~„so'. i
( i S 1 ' ^ E- ~ ` q v . - ,.t , ~ ~ ~ ~ ~ ~ /fir
~ .
;r.~ ~ ~ ~ ~ .r ,
r' t ~ 1,4q ~'tv.~l'S }
1 i ~ Vu
W..~.~ r ~f'. ~ ~ ~ ~ QR STABS i Z~TION . ~ , ,
~ M1sl '4 4 , ~a,~ ..~~w.,.......
~ e b ~ g ~ °r ~ ~ ~ ~ ~z
i a
~ ~ ~ , ~~g t~ - "4i "y'w'n
f ~ , ~ ! ' _ t r
5 ~ ; t
.r . ± "
s
' ; _ _ ~w ~1 ~.l
~
~ ~k ~N l l.' l J
t ~a Y 1
a ~ f
~UNDARY
f ( l "-.r.~ . r: S ~d
1 , . ".2.ti ~
f • ~ u 4 w, ~ ' S~.
nr V ~ ,r ~ ~ ,
r~ V ! x~~ ~
(.,6 0 - ` ' Q. b
c7 / ~
~.,g. 1 ` ~ ~ ~ i ~ i f ~ ~ ~ r
' ~!9 ! r ri. E ~ , y,.
` 1 i ~ _ n cis :,.-t s,
~ - _ F J ~r..
~ ~ ~ # y~; 7fi~' `4 t ~
{ ~ i ' f s • 5 y{,
~ ! ` , J
i - f (4 ~ j
. v"` ~ S
i
j - ~
~.=ryR ~ _ ~ yam. ,
. ~e Y ~n r ` ,,,_b„„ -
n _ _ _ ~ _ _ ~ 4~~s.:~ww,m. - - - ...A.- _ . _ _
_ ~
~ ,

r r" i ) Cy - u p i
~r _ _ d ~ f r - '1~tl~`- v .p _y;. ~so.,a..w~l~'~ v',c..w~nwn..w+rli. amarea+4a-m'°' ~ -.~...4 a .
_LL.. ~ , ~ ~ - w._
i „r' r frr
s_ N FOR STA~lZA?I4N T f
J y ~
t _ r- 4 f s 1 I ~,~f _ - ~ .
~ , _ . ,.r~
tJt
.v s n ~ `s' r r ~ ; ~ z a
. d - t
- w- ' - ,r'' -
c - ,p 6
~ `

~ 7 i ~
~ if - ti li ~ .~a„
t ~ R L- ^ y ff - i
~ . f' i _
~
t~
U
M.
CONSTRUCTION SUMMARY
NO ACTION U
~.OC1C
RESTORE TO ORIGINAL
GRADES 5,1 ac
_ REGRADE TO RESTORE _ _ _ _ _
MICROTOPOGRAPHY 32.6ac too o so GRAPHIC SCALE ,w CONSTRUCTION AREAS
FILL AND COMPACT TOTAL AREA too 4.3ac 49.Oac
THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
d~ CHKBV: xxc FEET ) 1513 Walnut Street Suite 250 ro 9
- DES. BY: xac 1 inch IOD ft
W
~o DR. BV: xu DATE: MARCH 2002
ENG. IN CHARGE: XXX REVISION BY CIm. DATE Cary. North Carolina 27511

4
b A ` s. r
v x ~ r ,i - m.«.. 4 PLANTING TABLE
a C 1 ~ %1 ~ E,.! r~ ~ '.`"0.,.....f -
_ ! ~ PLANT SPECIE5 COMMON ROOT CALIPER Ac HEIGHT SPACING QUANTITY A~EA~ ~ TOTAL

5 ~ ~ ~~.x~ i J- tt l~ ~ ~ ~i COMMUNITY NAME (O.C.) pER ACRE QUANTI
1. f ~ 1 ~ . ~ ~ ~ ~ ~ B.R./ MIN. t/4 IN. R00T COLLAR
QUERCUS PALUSTRIS PIN OAK 18 130 40.2 5,226 TUBLING 1.0 TO 2A FT. HIGH
?
...r'" ~ ~ I 1 t i i , ~a1 . -.,o- ~ l ~ _ 't ~ l ~ . , r 1 ~ QUERCUS PHELLOS WILLOW OAK B~R~I MIN. t/4 tN. ROOT COLLAR ~8 130 40.2 5,226
t t, ~ t~ ~ - ~ ~ ~ - ~w,~,;~ ~ { d., j t ~ , t f TUBLING 7.0 TO 2.0 FT. HIGH
„~~,5 i t z {q ! i 1~ s QUERCUS MICHAUXII gHESTAlU7 OAK B'R'A MIN. t/4 1N. R00T COLLAR 22 g0 40.2 3,618
, y. ~ ttj ~ ~ ~ ~ P - i i # e i E t t ~ ~ l °i`"lip 1 ~ tt ; 1 { t, ~ ~ ~ _ t f ~ ; + t ~ ~ ~i 1 ~ s t . r C NBIING 1.0 TO 2.0 FT. HIGH
s ~ f „_r'', t ~ , ~ ~ ~ _ t / , 1. ~ t//'' /l ~#qq; f SWAMP B.R.J MIN. t/4 IN. R00T COLLAR
li, , # ~y } 1. f i' ~,...a~-.'^'. ~ ~c~ ~.:...,..s t. ~ ~ ~ 7 (ia r . j ~ j i - } .YF<,. i ~ - . NYSSA SYLVATICA BLACKGUM TUBUNG 1.0 TO 2A FT. HIGH 22 90 40.2 3,618
1 1 1 ~fy(,w,~..-.,.-.' ~..y 1 ? ~ - '{-e. i s # Y $ p i ~ f_,~t r ~ { z~ ~ ~'..'wa.x ,~---t- ~ _ , ~ ~ i a3 is , . ~ T, fORESTEO FRgXINUS B.R./ MIN. i/4 IN. R00T COLLAR
y~'n~.. 3..R,q.. - - ( 'i +y ~.u.. S€.{.~ i y~ t- ~l ji ; 0 ~ {q} t a _ tS t:. .f t v , - ~j s F i t x 1. i ~ i1 ~ Y ~ yyEnpt~p PENNSYLVANlCA SEEN ASH 2/ 100 40.2 4,020 TUBUNG to TO 2.0 FT. HIGH
i `ti,, _ Ff~~ 1~` e.''4. - i'7d.~a -:,t ~ z'.j 1
CIETHRA AINIfOLIA SWEET B.R./ MIN. 1/4 IN. R00T COLLAR 33 40 40.2 1,608
~ PEPPERBUSH TUBLtNG 1.0 TO 2.0 FT. HIGH
/ f ,f~ - ~ ~ 4~~ s. ! t C~2NU5 AMOMUM SILKY DOGWOOD B•R-~ MIN. 1/4 IN. R00T COLLAR ~ ~ qp,2 2,010 TUBLING 1.0 TO 2.0 FT. HIGH
' f.~ I F l , POSSAMHAW B.R./ MIN. 1/4 IN. ROOT COLLAR ~ ~ 4p,Z 2,010
f VIBURNUM NUDUM V16URNUM iUBLING 1.0 TO 2.0 FT. HIGH
- . ? - ~ . f ~S - ~ , r f yam. ~j j I ~ ~ ~ A ~ rte. . ~ . ~ "°-,m""'~." - .!F• : ; ! ~ ~ : ~Y { ~ r•^"~ f )~j.
"ti ~ TOTAL 680 27,336
. v l . , .
ff - - r ~ ~ I~il ~ E` S~.`~ l~ - ~I~~~, ~ < . ; _ _ :raw. t_~ ~ WERCUS ALGA WHITE OAK ~•R•~ MIN. 1/4 IN. ROOT COLLAR 2~ app 3.6 360 l ~ TUBLING 1.0 TO 2.0 FT. HIGH
B.R./ MM. //4 IN. ROOT COLLAR
yy - - ~ , _ - '~~l I ~d~ ~ _ WERCUS RUBRA RED OAK 21 100 3.6 360 iUBLING 1.0 TO 2.0 FT. HIGH
1 ~ ! t
CARYA COROIFORMES B~~RNUT B.R./ MIN. t/4 IN. ROOT COLLAR 2~ app 3.6 360
! h ~ ,w..,s.e, - _ iii ~ UPLAND HICKORY TUBLING 1.0 TO 2.0 FT. HIGH
1 :fit ~ =t° ~ ~ WETLAND RANI( BUFFER URIOOENDRON yEILOW POPLAR B.R./ MIN. 1/4 IN. ROOT COLLAR Z~ dap 3.6 360
TUUPIFERA 7llBLING 1.0 TO 2.0 FT. HIGH
~ ~1~~ 60U DARY 4 r. ~ a Ali ~a.~ c=-:~.._ _ i ~ ~ ~~g f q_:~ ~ a``s.
tom. ~ 3 " R i{ ' ~s . Y 1... 5 r. ~ PINUS V?RGINIANA VIRGINIA PINE B•R~~ MIN. 1/4 IN. R00T COLLAR 2~ app 3.6 360 NBUNG 1.0 TO 2.0 FT. H[GH
J y :z 1 t'p ~ 1 sill ~ ~ f.'- - ti_~ h ~ _
a TOTAL ~ ~ •S~
i ~ f k ~p
~i r ~ 0 t PLANTING NOTES:
t ; }t~ ~ I UT~
~ ~ TRUCTURE - L. 1.5 , .4~;~ ~ _ s E s
~ ...v_. ~ 1. THE CONTRACTOR SFWLL SUBMIT COPIES OF THE PLANT MATEtRAL ORDERS TO THE LOUIS BERGER
- ~ r ~
GROUP, INC. (BERGER) AT LEAST TWO MONTHS PRIOR TO THE PROPOSED PLANTING DATE.
SECOND CRE i4~ ~'-\~4 ` z~fJ,7 ` ~ ~riir">tiib..'~Y-~i~ ~ rilif~'-a:..-
~ E g J - , 2. ALL PLANT STOCK WILL BE INSPECTED ON-SITE PRIOR TO INSTALLATION. PLANTING STOCK NOT
K T ~-w----- / MEETING SPECIFlCATIONS WILL NOT BE PLANTED AND SHALL BE REPLACED 8Y THE CONTRACTOR AT THE
TABILIZED INLET BERM _ ~ FOR STABIIZATiON CONTRACTOR'S EXPENSE.
. i 651.5 c
E WITH AN OST 8AR KBC BAR OR HOEDAD.
- 3. THE INSTAL1ATbN OF BARE ROOT TREE SAPLINGS SH~L B
SEE CONSTRUCTION DETAILS FOR ACCEPTABLE METHODS FOR INSTALUTION BARE R00T SAPLINGS. i
i ,t~ ~
,-a- 4. ALL PLAN7 MATERWL SHALL BE EST/18USHED IN A NATURALIZED PATTERN. NATURALIZED PUNTING
SHALL RESULT IN A RELATNELY EVEN DISTRIBUTION OF EJ1CH SPECIES ACROSS THE PVWTING AREA AT
w,.-..ter r~ ~ ~ _ ~ - . a j P _ r ! t 4a ~ ~ THE SPECIFIED DENSITY. UNEVEN DISTRIBUTIONS Of SPECIES OR MONOCULTURES SHALL NOT BE
ACCEPTED. ALL PLANTS SHALL BE PLACED IN THE HIGHEST POSSIBLE MICROTOPOGRAPHIC POSITIONS.
r •s F 1 7 / ~ ' j 5. THE ESTABLISHMENT PERIOD FOR BARE ROOT TREES AND SHRUBS IS FROM DECEMBER 15 TO MARCH
, , 15.
sue,. ,r ~ ~ ti
i e F
~
fit.
l - ~ I~~~i _ r.
~'~e
y IF
11
`
l G HiC SCALE RAP
~ o ~ _...I.'.
P RCENT MiN. QUANTITY PER ACRE PERCENT E
IN.PURITY GERMINATION LBS.
SPECIES M (ate') 30
LOLIUM MULTIFLORUM 98 90 90 4
AGROSTIS ALBA 92
8O 3 PANICUM VIRGATUM VAR, SHELTER PLS 95
2 ~ _ PANICUM CLANDESTINUM VAR. TIOGA 95 75
~ MIX N A N A 2 WETLAND SEED
~ F THE FOLLOWING v NOTE: THE WETLAND SEED MIX SHALL BE COMPOSED OF AT LEAST FIVE 0
T R ASTER MDASE l A .TER ASTER NOVAE-ANGLIAE , PURPLE STEM E {
SPECIES. NEW ENGLAND S ) ( N
- ~ RI SEDGE CARER LURIDA FOX SEDGE CARER VULPINOIDEA}, 80 ESET PUNICEUS LU D { - ( a AREA SUMMARY
H iA GRAMiNiFOUA GREEN RFO IATUM GRASS-LEAVED GOLDENR00 EUT AM ~ EUPATORIUM PE L { { )
T D WETLANDS UE VERVAIN VERBENA ~ FORES E P ATR VIRENS WOOLGRASS SGIRPUS CYPERINUS , BL } { BULRUSH SCIR U5 0 ) (
P - P SED 40.1 ac RNONIA NOVEBORACENSIS . RO U HASTATA AND NEW YORK IRONWEED VE ) ( )
EX~ST~Nc wETLANos
0.2oc ~.~~ti
v FORESTED L.E EE
~ 3.5ac IN
LOUIS BERGER WETLAND BAI~C
~f~~ aPEN WATER
1. ac ~ _ 6 H E SEEDED iE SEEDED
PR P LAND AREAS UPLAND BUFFER AND ANY OTHER AREA OF SOIL DISTURBANCE S ALL B 1. THE 0 OSED WET FF R
UPL~1N D BU E WITH THE SPECIFIED SEED MIX. SECOND CREEK SITE
3.6ac B D IN UPLAND AREAS SHALL BE PREPARED BY DISCING TO A DEPTH OF 4 INCHES. ~ ~~f.,m~. 2. THE SEED
TH DIN PROGRAM SHALL INCLUDE THE APPLICATION AND INCORPORATION OF A SLOW RELEASE TOTAL AREA 3. E SEE.. G i
OF O LBS ACRE. N- T R OLU LE FERITILIZER WITH A RATIO OF 5~- i O-0 AT A RATE 25 / NO WA E S B }
4 ac ~0 4 HALL BE EVENLY SPREAD EITHER BY HAND OR MECHANICAL MEANS AT THE SPECIFIED RATE. THE SEE . SEED S SEED CONCEPTUAL DESIGN
SHALL BE APPLIED SEPARATELY FROM THE FERTILIZER. o~ e~rr~~Ir DI AN
S 5. IMMEDIATELY FOLLOWING SEEDING, SEED SHAH BE INCORPORATED INTO SOIL.
THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
1513 Walnut Street Suite 250 ri
g CHK.43Y: DES. BY: pg Cary. North Carolina 27511 1 1
i
aQ OR. BY: xxX DATE: MARCH 2002
~ ,[ENG. M CHARGE- 70IX ~v~sioN BY cim. DATE

REFORESTATION REFORESTATION
+Ji~iviti,~+,l._ _Gk_'-,DL TOPSOIL STABILIZATION
MATTING
PLANTING PROCEDURE WITH KBC/OST BAR (DIBBLE BAR) PLANTING PROCEDURE WITH HOEDAD
1
- - 1 -'11,'x. j,`,~ ~ `'%1/„ j:1.i i`,~`>-y.\~,,1`~
,',r-~~ 9 3 9 ~
O O ~ 1. INSERT THE PLANTING BAR STRAIGHT DOWN O 1. STRIKE BLADE ALMOST VERTICALLY, FULL
INTO THE SOIL TO THE FULL DEPTH OF THE DEPTH OF BLADE, INTO THE SOIL. PULL UP ~,4`,~. `1~, ,
BLADE AND PULL BACK ON THE HANDLE TO ON THE HANDLE TO BREAK THE SOIL LOOSE _OOSE EL. 654.5 EL 654.5
OPEN THE PLANTING HOLE. (DO NOT ROCK AT THE BOTTOM OF THE HOLE. CAUTION - ~ON - \
THE PLANTING BAR BACK AND FORTH AS AVOID RAISING THE HANDLE MORE THAN A l' I` ` I 4N A , EL. 651.5
THIS CAUSES SOIL IN THE PLANTING HOLE FEW INCHES. OTHERWISE THE HOLE WILL I - ~ EL. 651.0 ~ ; I 3
TO BE COMPACTED, INHIBITING GROWTH.) FILL WITH SOIL AND THE TREE WILL BE
SHALLOW ROOTED. i r ~ ~,1.
, L. 649. I ,E , . ~
2. REMOVE THE PLANTING BAR AND PUSH THE
TREE ROOTS DEEP INTO THE PLANTING HOLE. 2. SLIDE HAND DOWN HANDLE ALMOST TO THE THE ( 1. ~~~~;~;~A '~~~j!~ _ J
PULL THE TREE BACK UP TO THE CORRECT BLADE. PULL BACK AND DOWN ON THE IE
PLANTING DEPTH. GENTLY SHAKE THE TREE HANDLE TO FORM A POCKET ON THE FAR =AR GABION (TYP.)
O O TREE TO ALLOW THE ROOT TO STRAIGHTEN O SIDE OF THE BLADE. WITH THE OTHER
OUT. DO NOT TWIST OR SPIN THE TREE OR HAND, IMMEDIATELY PLACE THE TREE FILTER FABRIC
LEAVE THE ROOTS J-ROOTED. ROOTS INTO THE POCKET TO THE FULL
DEPTH OF THE HOLE.
3. INSERT THE PLANTING BAR SEVERAL INCHES CROSS-SECTION
IN FRONT OF THE TREE AND PUSH THE 1 3. HOLD TREE IN PLACE WHILE SLIDING THE rHE
BLADE HALFWAY INTO THE SOIL. TWIST AND HOEDAD BLADE OUT OF THE HOLE. LOOSE DOSE
PUSH THE HANDLE FORWARD TO CLOSE THE SOIL SHOULD FALL INTO THE HOLE, HOLDING OLDING
TOP OF THE SLIT TO HOLD THE TREE IN TREE IN PLACE.
PLACE. EL. 654.5
4. PULL BLADE COMPLETELY OUT OF THE HOLE HOLE
EE 3' 6' 3'
4. PUSH THE PLANTING BAR DOWN TO THE AND PUSH SOfL AGAINST PLANTED TREE GABION TYP.
FULL DEPTH OF THE BLADE. WITH THE TIP OF THE BLADE.
FLOW TO EL. 648.5 EL. 654.0 FLOW FROM
OS O6 5. PULL BACK ON THE HANDLE TO CLOSE THE O 5. USE FOOT TO FIRM THE SOIL AGAINST THE THE CREATED OUTLET
BOTTOM OF THE PLANTING HOLE. TREE. DO NOT STEP ON OR BRUISE TREE FREE NEL SWALE CHAN
WITH YOUR FOOT.
6. PUSH FORWARD ON THE HANDLE TO FIRM f L. 651.0 } ~ 5;~~'~~ 1 > >
SOIL ON TOP OF ROOTS AND TO CLIMINATE ti ~ L---
AIR POCKETS AROUND THE ROOT. ` 1~ ~ ~ ~',r~~~;~'~'%'~~- i'~', A
~ j'. `'%A~1 ~ _ jay - ~ . ~ r, ~ ~ T r-r i i ~ i i
7. WSERT PLANTING BAR 2 INCHES FROM LAST i1'r%"',,'i=~~,
HOLE. FILTER FABRIC
8. PUSH FORWARD, THEN PULL BACKWARD TO
FILL PREVIOUS HOLE.
LONGITUDINAL SECTION
O O 9 THE OPEN NG W THTIT EBHEEL.ND FIRM UP O4
10. FIRM THE SOIL AROUND THE TREE W[TH THE ~
FOOT. BE CAREFUL TO AVOID DAMAGING
THE TREE. GABION OUT! E~. STRUCTURE TAI DE L
N.T.S.
O O
8 8
~ ~ ~ ~ ~ ~ REGRADED WETLAND 1 1
EL. 651.0 ' RIPRAP
~ / ~ FILTER FABRIC
v ~
1
i
t
CROSS-SECTION
REFORESTATION - PLANTING CRITERIA
3
STABILIZED INLET BERM DETAIL
ROOT COLLAR N.T.S.
g ROOT COLLAR ROOT COLLAR ROOT COLLAR ~ ROOT COLLAR
o ROOT COLLAR 1
~ T00 DEEP T00 SHALLOW ROOTS BENT AIR POCKETS ANGLED PLANTING vc
~ (J-ROOT)
UNACCEPTABLE PLANTING
a PROPER PLANTING N.r.s.
N.T.S. r
pF
A ~U MISCELLANEOUS DETAILS
z
THE LOUIS BERGER GROUP, INC. SCALE: AS SHOWN
UT IK BY: xxx Na 1513 Walnut Street Suite 250 1 1
N w DES. BY: xxx Cary, North Carolina 27511 1 1
~d M w DR. BY: xxx
oA DATE: MARCH 2002 REVISION BY CKD. DATE
ENG. IN CHARGE: XXX U