20030777 Ver 1_Site Plan_20030624

I
m�
■�
i-:
t-
k7,
I
SII
I
i
STRAW MULCH WITH NYLON
NETTING STAPLED IN PLACE
IN CENTER OF DITCHUNE
- SEE DETAIL
LAKE RIDGE DRIVE (PUBLIC 50' RIM
1 " = 40' PLAN
REVISIONS DATE
i
4
TYPICAL TEMP. SEDIMENT BASIN
-SEE PRELIMINARY SUBDIVISION PLAN
FOR SIZES
- - ---- ----
+
eo
M n in
-
-- -- -----
a. Uj 7
_..
- --
--
—
---- - ---- -- --
--
--
---n--
-
---
a w ---t --
h61
rt L KA
—
— --
-- -- -----
--
-
L=96'
L = IA
o_
J L -
(--- -- -
- - - - -
- -- ----- -- - - ---
- — -- --NG__FENTERL#4-
PRORLE-- ----
------- - - --- --- - -
--- ------
--------------
ILE 30' LEFT OF CE-NfiERtJNE-
EXIS
OPOSED CIXTERLINE
PROFILE
51ING PR
30 RIGHT UF CERTERLIRE-
0
--_--_-CIL_L
-
Q
~'
(n in w
-----
>
- -- - --- - --—
KA
L (30)(4.58)
----- - - -- -- - —
d
-- -
- — —L
ISTM UNILRUNL PROFILE*
L/2 69'
53 to
REVISIONS DATE
i
4
TYPICAL TEMP. SEDIMENT BASIN
-SEE PRELIMINARY SUBDIVISION PLAN
FOR SIZES
PRCJFILE
DRAWN BY: T.A.S.
SITE TECHNOLOGIES, INC. Falls Meadow
DESIGNED BY: T.A.S.
Land Planning & Landscape Architecture Brassfield Township, Granville County, North Carolina
P.O.Box 1612 Oxford, NC 27565 Owner: Joel Panara DATE: 4/29/03
919-693-2.927 EMAIL: [e-mail] 1059 Grayson Farm Road, Creedmoor, NC 27522 [phone] S CAL E. HORIZONTAL- 1"=40'
VERTICAL: 1"-4'
4F 5,01
4 n 1
4=_ i
T -_'n 01
445 1
44001
435 A
430.0 1
4'5 01
Lake Ridge Drive (Public Road) Road Profile Sta. 22+00 to 25+25.36 SHEET., 4
Sandy Court (Public Road) Road Profile Sta. 0+00 to 4+42.36 OF: 6
JOB NUMBER: 0314
-
-- -- -----
p d QCr
'�'+'n ----- ------ -
_..
- --
--
—
---- - ---- -- --
--
--
---n--
-
---
a w ---t --
h61
—
— --
-- -- -----
--
L = IA
J L -
GJ
--------------
- - - --- --
_
---- - - --- -- ---- -
51ING PR
30 RIGHT UF CERTERLIRE-
0
--_--_-CIL_L
-
Q
~'
(n in w
-----
>
- -- - --- - --—
KA
L (30)(4.58)
----- - - -- -- - —
d
-- -
- — —L
ISTM UNILRUNL PROFILE*
L/2 69'
53 to
EXISTING PROM30' LEFT OF CENTERLINE
09s o d
-------
lTQSPROR
F- -- - -
-- - - ------
--- - -
PRCJFILE
DRAWN BY: T.A.S.
SITE TECHNOLOGIES, INC. Falls Meadow
DESIGNED BY: T.A.S.
Land Planning & Landscape Architecture Brassfield Township, Granville County, North Carolina
P.O.Box 1612 Oxford, NC 27565 Owner: Joel Panara DATE: 4/29/03
919-693-2.927 EMAIL: [e-mail] 1059 Grayson Farm Road, Creedmoor, NC 27522 [phone] S CAL E. HORIZONTAL- 1"=40'
VERTICAL: 1"-4'
4F 5,01
4 n 1
4=_ i
T -_'n 01
445 1
44001
435 A
430.0 1
4'5 01
Lake Ridge Drive (Public Road) Road Profile Sta. 22+00 to 25+25.36 SHEET., 4
Sandy Court (Public Road) Road Profile Sta. 0+00 to 4+42.36 OF: 6
JOB NUMBER: 0314

~ , 0°' ~ ~n,n I t i
I i'
1 j
~ j ~ i
- 1
~ ~
- - , ~ ~
% / i _ ~
~ ;
/ .
~ / ~ j ~I \ _»,i'~ i SITE / i ~ ~ ~ -
~ tA~ ^.r p E N r~~D ~ i ~ r ' 1- - - ~ i, ~ _
i ~ % ~ `,1
~ r;-+ 1 ~ i-rrr -~1 ~ ~ WOODS TO WOODS TO REMAIN i~ ~ i ' • ~ i j ~ ti.
1 r~ ~ ~ ' ~ ~~'q.,,
i \ i ~ K~ ~~cF ~ /
j ~
i 1 ~
_ ~ - i f ~ / - cMF~ ha 1~ti? ?aS~h~ w / ~ ~ ~ ~ ~ ~
~ -'l!, :yam ~ ~ ~._...4_ . i ~ ,',;i l,r~~r ~r UtGli?~~ {~l~ a not to scale Y p
. ~ - ii _ ~ ~ ~ - ~ I/ y
u ~ x ~ ~ , ~ r i ~ ~ > ~ - -t-- r ~~4 i V ~ r 7,
~ ~ \ ~ ' ~ -__-~---T ,r i ' , ~ ~ ~ ~ ~r i
~ A _ . i k C 1~' ~ ~ r r
4 ~1 ~ r ~ ~ TEMP' cr ~'~vERSiC'v 0..-~- ~ . _ ' J ~ 1 ~ ~ ~ ,
I ~ ~ ~ 1 ~ ~ H' ~ r / ~ ?t~ti,nR~~ ~tD~A~E, x,'i ~ r<I ~
A ~ ~ , I ' ~ ~ ~ i ~ ~ / ~ ~3~ I> _ y ~
~ , ~ ~ , > ~ ~ ~ ; i ~ ~ ~
A ~s j~ TEMF~R~?; sr~jyNE~~~r ©as~~ti p~. l
- - ~ T w00D5 TO REMAIN ~ ~ ~ ~ 4 1 ~ A , ~ - ~ ~ l ~ ~ ~ ~ ~ ~ ' ~ ~ I ~ / ~ , ~ \ ~ 1- , ~fEMF ~44F ;E'RS~`vh pIT~ I ~ ~ ~ ~ i ~ ~
~ _ _ , _ _ B9 ~ ~ ' ~ 4 i ~ I ~ ~ / i ~ ,
~i ~i - 0V~ ~ i i1 ` r ~ ~ i ~ ~ _ ~ i 0"d ~ ; i ~ i
a ~ I ' ~ ~ 1 ~ ~ ~ i - - f ~ ~yfi i ~ Tom.
1 WOODS TO REMAIN ~ ~ ~ ~ i . _ ~ - /`l ~ i ~ ~ ~ ~ ~ ~ / / ~ ~k' ~ i~~ I " ~ ~ ~ ~ WOODS TO REMAIN % ~
< ~ ~ ~ ~ ~ ~ of --a'~ ~ /
_ 1 r ~a of r_aE n-_ r, ~ i ~ f' ~ ~ , ~ y ~ ' ; ~ i e ~t M ~ O~pNG ~ ~ ~ y ~Ea~AQRAa< ~vE~SiON D~~Cy ~ ~ FOkAR7 SEy"(vE."J` e~a5ln p'g ~ ~ X. - ~ Oy i
~ ~ / ' ~y ?r' ' i k~ ~ ~
F ~Ir~ ~ ~ ~ ~ r ~ / ~ ~ , j ~ ~ ~ i' i 7~i~~PpRAF~~~ ~E~, 6A~~,N M~ I ~ / o~ j
/ ~ / ~ ~ ~ i I i r / ~ % .
; , ~ , 1 ~ ~ ~ 41 ~ ~AR7 SED~MEk~~ E4SN ~i6 ~ ~
d frP~~ ~~~1' ~ l / '~~IG'~2GR, :E ~6-0.,ti ~~.,"V ~~F~r~F'~,~AR' S~~NC JAN h t I~ I ~ i ' V ~ N~°GA4~ ~ i. ~ /
In ~ a , ~ . ~ n ~ li--o , n ~ _ ~ a' ~ '~I 4 _ i _i v d ~ --n ~ z SWti ~ _ ~ I / _ ~ i ~ _ t' r~ ~ . _ ' ~ / ~ I i~.i t .4.. ~ y
1~.v j ~ ~ ~ ~ ~ ~ ~ ~ ' ~ } - -4-- - ~ ) ~ h I ~ --fj ` H L I
~ 9 -Tr
I " ~ ~ ~ _ ~ ~ ~ ~'EMP~,.3L<E6h~r~-~ ~'~~,~7- ~ ~ ~ 1 ~ ~EN~F=R4P _'EH~~~. C'''~N~ i I~ y is `F..~.. ,T1 'I y
A i a ~ y'. ~ ~ ~ ~ ~ % ( N ~ ~ rt
~ri 1 , d b ~ '~!T `mar ~ ~ , o r~'I. , r7 SE JdE":~ c~.: S p'u- ~.'A ~ '"~C., ~ ~ ~ .tiU ~ { ~ _ _ ~ 1 , ~ ~ J. a ~4 d ~~.~7~L ;fir' _ i ~r/ ~ k
~ ~ ~ ~ i 'c'~~.; ..__~dc~. '-~c~1 M_ ~ ~ - `V'im ~ .N ~ a/ J.~ i 't-- i~ ~_Y ~ -
1 ~ _ _ 1 ~ ~ _
_ , _ ,'cc ~,x~.. - ~ j ~ 1 ~ - , h, 'C ' ~ I $ ~
WOODS TO REMAN \ j ~ ~ ~ ~ \ r~~ 1 ' ~ { A
~ 1~MPORPR, ~'E~_'~nl ~ - V ; GEES' A'E,: /
~ . _ ~ _~E__ ~~__~w; -'E~+PURa'~ SE?~~ME'v` 6aSIN ,~i5
~ \

P R ~ ~ ~ ASfU E PASTURE a__c f ~ E Pc u~ u Z. - c GCa6! B ~ ~ -J~nEvx'hERS ~.A'E3 \ „b_~
~ ~ ~ \ `I I ~ ,I ~ ~
l ~
i

~

i~
i
i j i
i ~ i
NOTE:
_ - - - ~
~ ;tC F1 + _.C:c.;1Y~ F=~1., _ _ r, _ _ y~4~i+. ~ - C - -,C IwC - ~ - _ - ~ ~ ~~ti"'~'.~ t'~ _ ~ _ '.G' - - hFEh Fem.... ti[~~ . Ra(_ ..,__.v_ 'tF.. ~,:,GL~ _~C. t ' ~ :',ir dRF rd, _ - _ << ~WE- t~~T~'.
.
_ _ y_ f ~ t- rC 1U'w x ~u~~ x ~ a'
_ - r ~ - - a t T - _ - rr r a - - - - - - - - ~ _ ~ . 9 ' x ' ---f-------, y~dJ X 'ri. X ~C 4'
. - - _ - - - - a, t 4~ A 4 ~FC '$S --t
y , ~ a - ~ „ _ . ~_~_L~ _ _ ~ _ - - - - .n - , 2~vVxav'~_x3b' 4 - -t--
n, ~ - -._...___-a _ ._I__.-__._ ' ~ C~ ,c a n ~ .r ~ A vE%* N ~ yG9 ;nt _ „R~ c49 h ~ r51 ~ ~ x 24' l_ x 3' D a'
_ _ ` Ti X _ ~ ~ ~v. ~ ~ - - - ~ ~ ~ ~1~ I~ ~ y 4,; F ~ - t.. ~ i ~ i ' ~''T; X ~5'i x 3'D a'
y ~ c:R I J~ .4. Rt ~ .c i '.14 S F 44 ^ F _ - _ ~ . x r. 3'D ~ 4' w
N Y _ - - , - - _ t- - - - a'G ~~vy R~ ~ ~ ~ • ~ 1 c - 0 1~V y ~ X ,r Q y_.._ y___._._-.t_-_._.___- is Y~ ~ p i u~ I
i - ~ _ } C ~l i i 1 ~ f'. GONSTRUCIIOw SEQUENCE: _ _ ~ Y~ _ .e a~R~ F~ ,.C; ~,a sr ~ <~4 ~ ~ - ~ _.F : Yti x _
_ h.kt ~ . ~ _ 9'vV X ' k 3 i; ~
- ~ - ~ n - N 7 ~~J~' r~L X _ 4 ,
_ _ . , _ - _ t i ~ . _ ~ n~ a~-FF ~ a~3 - F I ' 1 r 1N X ~ ~ X ~ „
- . . . ti - c ' f~~ r, c ~ y~ y i ' F. _ _ ~ _ 1 r~' Vv X ~3 x' 3~ G a
~ T ~ - - ~ _ , ~ - _ _ - - _ ~ ~ _ _ i ,fC r _Y c Ju X / ~ ~ ~ ~ --+-'I---^-----~
- f - _ a ~ C~WX cLX 4. - -----t----
4~ Rr r: _ - _ ~4 ~ ~ _ _ ---r _ _.n. _ - - _ _ _ - t----- _ _ _ - n ~ 4 ~4Jv y k ~ t ~ -
K i F'- F~ _ _ Y ~ t _ , i _ ' ~3~'~i x 4' _ x 3~n I a'
_ - , - - ~r..., _ _ - _ _ ~ ~ w ~ 4 ~c~N X X ~ 4~
~ t ~ X __i.. .r-_- t X ~ r ~ ~ X _ I
~ C. _ _ ~ l _ _ J v t- ~ - i
n ~ _
^ _ _ . ~ - i ~ ~ ~ ~ " I
- _ ~ ~
' _'l t_ fi k :N ~ NIdG _ o 4, ~
' - L
" J Rc'viSrONt SATE
DRAWN BY: T.A.S.
SITE TECHNOLOGIES, INC.
Falls Meadow 1*2 Land Planning & Landscape Architecture Brassfield Township, Granville County, North Carolin P.o.eox 1672 Oxford, NC 27565 Owner: Joel Panara DESIGNED BY: T.A.S. SHEET:
Carolina re imina Subdivision an
DATE: 4/29/03
919-693-2927 EMAIL: tastall@g/oryroad.net 1059 Grayson Farm Road, Creedmoor, NC 27522 ( OF: 6
?7522 [phone] SCALE. 1"=100' ,B ,N~
JOB NUMBER: 0314

/i f
~I ' / /
' j % ~ i
CULVERT ~2 - 60 L.F. OF ~ ,I
1 B" R.C.P. 0 4,OX , IPRAP ENERGY DISSAPATOR I ' CL. 'A' RIPRAP, SIZE: 4.5'W X 6'L X 12" THK INV. IN 453.4 ~ a' IPRAP ENERGY OISSAPATOR i ~ i
INV. OUT 451, ji / ~ ,
x ~ CL 'B' RIPRAP, SIZE: 4.5'W X 9'L X 18" THK TYPICAL TEMP. SEDIMENT BASIN ~ ~ , ~ ~ ~ ;
-SEE PRELIMINARY SUBDIVISION PLAN U ~ IL FEN E FOR SIZES ~ ~ ~ ~ ' ~ ~ ~ ~ DET IL ' ~
NORTH AMERICAN GREEN SC150 ~ ' ~ ~ ~ ~X ` ~ ~ ,
EROSION CONTROL BLANKET STAPLED IN PLACE CULVERT ~3 - 68 LF. OF ~ I it
IN CENTER OF DITCHLINE -SEE DETAIL r~ r qn~ 18" R.C.P. 0 5.1X P~ ~ INV. IN 443.5 STRAW MULCH WITH NYLON I ~r , , ~ I
1 \ INV. OUT 440.0 NETTING STAPLED IN PLACE ~ ~
- _ , ; IN CENTER OF OITCHLINE - ULVERT ~1 - 76 L.F. ' a -SEE DETAIL ~ CULVERT \ ~ , STRAW MULCH WITH. NYLON _ ~ ? ~ \ \ NETTING STAPLED IN PLACE
F 1 " R. P. r ~ a 0 8 C, 0 2.OR ~ + ~ ~ _ _ _ ~ a~, INV. IN 467,25 ~ ~ ; - ~ ~ 1 CULVERT ~4 60 LF. OF >a ~ ~ y ~ IN CENTER OF DITCHLINE 18" R.C.P. 0 5.0%
NV. OUT 465.73 S ' i n I - 5EE DETAIL INV. IN 448.5 \ l ti
~ I a tr \ ti, ~ ~ / - ~ ~ ~ V. A INV. OUT 445. ~ ~ ~ ~
i,~ ~ ~ ~ ~ ~ q. ~ i ~ a ~ l ~ HF~ ~ ~ - ~ ' ~ IP ENERGY DISSAPATOR . 'A RIP SIZE: 4.5'W X 6'L X 12" THK
-~k ~ ~ I ~ C4 ~ A \ r' \ ~ ~ ~
1T~N Cp~}N~ ~V . r / I / R = 813. ' ~ ~ r V ~ Q P ~ 13. ~ ~ j x
0 s 0~ A ~ ~ _ L ~ 246.63' 16.63' ~ ~ ~ ~ \ ~ ~ ~
Y ~ V ~p / _ ~'X ~ ~ ~ ~ ' S 0T39'OB 4~ ~ ~ ~ r ~ A ~ a t ~ i OT39'OB 44.97' ~ ~ 1 ~ ~ '
~ ~ A ~ ''~'r_ i tel. 1 ~i~E \ _ j \ ~ ~ ~ BREAK' ~ (l i _ / q , ~ ~ ~ ~ CHLII~E 'G V ,
o ~I I - STRAW MULCH WITH NYLON ~ f-~ ~ NETTING STAPLED IN PLACE ~ O~rO ° " % ~ ~ 1 H. ~ DIT LINE - - -
\ N4~V , - IN CENTER OF DITCHLINE E ~ ~ ~B _ ~ d _ ~ / ? ~ i - _ SEE DETAIL ~ ~ ~ ~ k i . - Y'- 1__._
~ l- ~ ~ a \ ~ ~ , i
' / ~ 5 ~ r ~ R = 245.64' L - 177.82' ~ ~ i ~ r - _ ~t - '
`-5 "T FEN H= 1' 17.7 ~ - ~ ~ ~ C S 0 3322 E 39 ~ i ~ / ~ - , x ~ SA ~ _ ~ - - , - - k
~ rtSEE D AIL / ~ \ -
1'~, _ ~r ~ - ti m
s s i _ / ~ ~ DITCHL E 'H~'~, A ~ A ~
i ~ i ~I ~ ` _ ~ ` ~ ~ \ ~
~ \ 6 d e a
a~ i a ~ v. R 2,496,36' ~ A~ + _ L - 206.22'
P ~V ~ RAVEL CONSTRUCTION EXIT r' ~ I ~ A ~ -SEE DETAIL r ~ V ~ ~ i ~ ~I ~ ~ CHI S 02'29'39"E 206.16' ~~09 ~ = I ~-r., STRAW i~ULCH WITH NYLON
k i ~ ~ ~ - NETTING STAPLED IN PUCE ~I -
i ~ p p _ i - _ IN CENTER OF DITCHLINE
IPRAP N RGY I ATOR Ll'1KE R~~GE DII~VE E E D SSAP ~ f ~ ; ` OL. 'A' RIPRAP, SIZE: 4.5'W X 6'L X 12" THK DRIVE PUBLlC 50 R/W - -SEE DETAIL

\ ~
~
~ _ =
A~ \ ` \
1 " = 40'
w z i
o
4?5~0
t

N QD
r q ~ r
~ J t I W ~j p
Qi O 4~,~
~ .
. J O _ - T-- - - - _ _ _ - ~ d n
~ ~
- - ---ao---- - _ - \ R--- _ - _ - ~ ~ ui
~ ~
v
a t G ~ ,
ri rD N
d n
~ ~ + ULVERT 1 - 76 L.F.
_ - ~ ~ - - - rt ~ - _ - - - Of 18 R.C.P. 0 2.Of: - - - - - 3 - - - - . _ _ _ _ - - _ - - _ _ - - ~ -
INV. IN NV. OUT 485.73 ' ~
K ~ a Z a
XISTING PROFILE 30' RIGHT OF CEN LINE -
L = KA
- - - _ _ f -
98 0 XISTING CENTERLINE PROFILE ~ - L - - , ~9 N ~ \
~ i ~ ~ ~ ~ _ ~ o
- 8 ~ n XISTING PROFILE 30' LEFT 0 CENTERLINE ~ ~ + o,
- -t-~ - _ - ~ ~ --r-- L ' (3U~(9.57) n d ~ ~
__ROPOSED CENTERLINE. PR FILE - - _ 1 ~ o ~ ! aw -
_ _ _ - - - _ _ _ _ - - - - - _ _ _ - _ _ o - - _ _ - - - _ - L/2 ~ 144' a ` ~
* ~ ; k~• ao o - - - ~ __m a > a; ~ (V t '
~ t \ ~
o ~ a
- - _ _ - - - _ - - - - _ - - -y- - - _ - - _ - _ _ _ _ - - - ~ - _ _ _ _ _ _ _ - - - _ -
8 ~ ~ ~ ~ -
d
N ~ i!
T i ~ - - _ - L KA ~
L a 30 1.24 - 44`~ ~
a _ _Y.- .f_.____ Fo L ~ L/2 = 19' '
~
- - - - i1 - z _
V r
- 4 4I j
CULVE ~3 - 68 L.F, OF ~
_ifl"- R. _~S.tX- - _ - l KA INV. IN 443.5
_ _ - _ _ _ _ _ - - - - L s (3 (12.53) _ _ INV. 440A _
L ~ 76.0' M O -
M Op t }
~ < ~ k .
y ~--~,f ,
~ M
- 1 _ - _ _
~~J
~ F.~ri~~
ry_ REVISIONS DATE DRAWN BY: T.A.S.
14 SITE TECHNOLOGIES, INC.
Falls Meadow DESIGNED BY: T.A.S. Lake Ridge rive (Public oa SHEET:
Land Planning & Landscape Architecture Brassfreld Township, Granville County, North Carolir h Carolina
P.o.eox 1612 Oxford, NC 27565 Owner: Joel Panara DATE: 4/29/03 Road Profile a. + 00 to 12 + 00. 00 OF: 6
919-693-2927 EMAIL: [e-mail] 1059 Grayson Farm Road, CreedmoOr, NC 27522
27522 [phone] SALE' HORIZONTAL 1"=40 JOB NUMBER: 0314 VERTICAL: 1 =4

-
1
i
R Qk ~IN E
i
\ ~ \ \ i
V v. ~ ~ i W
~V \ f 2
~ ~ z U
\ V ~ ~ i ~ / ~ Q /
~ V NORTH AMERICAN GREEN SC250 GREEN SC250 ~ %
~\EROSION CONTROL BLANKET STAPLED IN PLACE SLED IN PLACE i - SEE DETAIL ~ ~
~ ~ \ IN CENTER OF DITCHLINE -SEE DETAIL- \ i ~ - ~
y ~ ~ / STRAW MIULCH WITH NYLON
\ \ / ~ / i NETTING STAPLED IN PLACE ~ ~ aoh tN CENTER OF DfTCHLINE
~ \ ~ ~ -SEE DETAIL
V ~ \ ~ y-' J i
\ ~ ~ 1 =i - / i ~
~ ~ % ~ G ~j
~ i- ~ i i
CULVERT {j5 - 120 L.F. OF ~ ~ ~ alp
~ 18" R.C.P. ~ 1.09i INV. IN 399.4 v ' ~
~ INV. OUT 398. i~ j ~
~ C~V LEVEL SPREADER ~ - ' ~ ~ -SEE DETAIL
i i , _ _ ,
~ TYPICAL TEMP. SEDIMENT BASIN ~ i ~ ~ RI ENERGY DISSAPATOR
-SEE PRELIMINARY SUBDNISION PLAN ~ FOR SIZES j ~ CL. '8 IPRAP, SIZE: 4,5'W X 9'L X 18" TMK , - ~ - ~ - ' ~ ~ ~ ~ ; ~ - i _
i LT ~ENC ~ ~ . _
/ -5 D AIL ! ` f ~ j 'S~

~ ~ ~ ~ ~ -
NORTH AMERICAN GREEN SC250 ~ EROSION CONTROL BLANKET STAPLED IN PLACE ~ 0 a ~ I _ . , _ , _ ,
IN CENTER OF DITCHLINE -SEE DETAIL ~ ~ ~ t. . ~ , a - -
STRAW MULCH WITH NYLON x" _ i - _ - - ~
NETTING STAPLED IN PLACE ~ ~ iN CENTER OF DITCHLINE - ~f' _ ,
_ i SEE DETAIL ~ % r ' i
IL F~ E' Y.~ . ,l' t~
~ E r3~hAlt ~ ~ ~ ~ - ~ r~ ~f'-,;~' r
E DRIV PUBLIC 50 RIW ; %y ~ ; , , ~ LAKE RIDG ~ v D f . ~ . r r jf ~ :
~ - , .i ~ . ~ CULVERT ~9 - 52 L.F. OF
/ ~ t~. ' . _ INV. IN 403.0
i ~ ~ ~ i i INV. OUT 402,4 -
DITCHLINE 'G' ~ _ r~ . p - ~ T~-. ~ ~ v ~ ~
~r , _ v~ - , ~
~1 - _ ~
4 a._ . ~ f.._ _ - - -i- - - - _ - ~ • -
_ _ a. ~ _ ~ _ - ~ ~ ~ " 1- - - t
_ -r ~ ~ , \ . _ ~ ~
~ e `1 ~ ri~~ LEVEL SPREADER ~ ~ -SEE DETAIL yr
~ ~~~A~ \KELK ~y.,HTt~ N ~ ~ l 1 ~ ~
- ~ - ~ ~ J, ~ v ~7 k,i~ t ~ _ ~ _
' - z ' c ~4. ~ , . _ ~ ~ J ~ v : ~
S' z ~ A 'ter ~ ~ RCN ~ - - E 'S ~ _ - _ _
i. _ ~ ~ ~ e 0 ~ ~ _ A ~ _ ~ ' - ~ - D~CN ~
CULVERT ~8 - 56 L.F. OF RIPRAP ENERGY -RIPRAP ENERGY DISSAPATOR \ 1 _ ~O~ CL, 'B' RIPRAP, SIZE: 4.5'W X 9'L X 18" TEAK I
o ' I NORTH AMERICAN GREEN SC250 18" R.C.P. 0 2.Ox CL. 'B' RIPRAP, EROSION CONTROL BLANKET STAPLED IN PLACE INV. IN 403.0
+ IN CENTER OF DITCHLINE -SEE DETAIL INV. OUT 402. 435.0

o - _ -
. - - t - -
y -
•Sp -
~ - 4 ; .

M ~ ~t O ~ a: ~ - -
- _ - - -a-- .t +
= >i N - ~ ~
- - _ _ ____._-_..--T--- ~ N \ N fV f - - 4 ~
N - -
~N ~ > N
- _ ' aA'-.. - _ -
- - -
_ - - - -
- _ _ _ - L.=-_12Q~ _ - - _ _ - L/2 = 80 ~ o
i ~
--F-~~------------ - - _ - !S N~ ~RbFft~-3~'-~I~-HT~~
_ _ KA cv L _ - - - - - - - -
_ _ 3U~2.00)__ _ - - - - - - ~ a 80' - -
2-+x.30' - - -
^ , ' ~ - . iST1NG PROFILE 30' LEFT CENTERLINE
a - - - w a _ . _ r
~ - ~fN~ERL.fNE- - - - - -t l = KA - - - i
?54' --t - ~ l -
- - - ~ ~ g - - - ~ i i ,
y
-tQ- - Q
- o ~ - -
+ ~ k
. ,
- _ ~ , ~ ~
_ g - - N M ~ - w N
- ~ ~ p ~ •
_ - -+R---- - d g
- -
- _
-
f _ - ~ tea-t~F: -
- - - 18" t _ _ 18" R.C.P. ®1.0~ _ - -__--iNV:1F2--398:4----
INV. OUT 398, -

N,-, REVISIONS DATE SITE TECHNOLOGIES, INC. DRAWN BY: T.A.S.
7- 7 7 7 7 7 7 - 7 (Public Road)
Falls Meadow Y.- T.A.S. Lake Ridge rive
Land Planning & Landscape Architecture Brasfield Township, Granville County, North Ca P.O.Box 1672 Oxford, NC 27565 Owner: Joel Panara V rt SHEET: 3 h Carolina DESIGNED B C 0
DATE: 4/29/03 Road Profile a. 12 + 00 to 22 + 00 0F: 6
n~~` 919-693-292 EMAIL: tastal!@gloryroad.net 1059 Grayson Farm Road, Creedmoor, NC 275 NC 27522 [phone] SCALE: HORIZONTAL: 1"=40' JGR NUMBER: 0314 VERTICAL. . 1"m4

i ~ r I~ I
I I I
~ ~ I
I i
I I
~ ~ i
I I I I
\1 I i j
I' i li I ~
~1 i
~ !I \ \1 I ~ 1
\ ~ I
\ i A I ~ I
i ' ~ \ \ 1 ~ I I STRAW MULCH WITH NYLON
STRAW MULCH WITH NYLON ' NETTING STAPLED IN PUKE ~ ~ IN CENTER OF DITCHUNE
NETTING STAPLED IN PLACE ; ~ F ITCHLINE IN CENTER 0 D ~ ~ SANDY COURT PUBLIC 50 R/W , ~ -SEE DETAIL
SEE DETAIL I ~i / ~
~ ~ ~ LAKE RIDGE DRNE PUBLIC 50 RjW ~ ~ ~ ~ ~ ~ ~ a i, ~ ~ ~
' ~ ~ _ ~ ~ ~ ~ ~46~~_______-__--_- i ~ ~ / a ~ ~ _ DIT EI i ~ / ~
- - \ 1 \
- 416 - ~ - ~
I ~
~ DITCHLINE~~-~ _ ~ ~ ~ ~
` ~ _ - - - ~ ~ / i a - ~ - rJ- - I ~ _ J_ - _O -
- ~ X ~0' ~ - i
~ ~ ~ ? _ - - - ~ S ~ p _ ~A ~ 0 ~ 0•
' ~ ~p'__ _ _ . _ ~ 456 ss / ~ Tyg9•
~ ! I ~ rC', DRCHLIN 1~ ~
ti , ~ ~ ~M i ' ~ i 4 ~ ~ i ~,1 r
41p _ ~ ~ i -o E-~ E-- E-- ~ ~ - ~ ~ ' ~ ~ L
T , ~ , a5 i DITCHLINE 'J' ~ ~ t/' - ILT F E R = 675.00' i ~ ~ i i 1 - \-SEED L 357.36' ~ i ~ ~
~ ~ ~ 9 _ _ ~ CH= S 8T06'40"E 353.20' ~ i ~ i ~ j ~ -56,\ ~ ~ / r
- m ~ ~ , / ~ STRAW MULCH WffH NYLON ~ U ~ " , ~ ' ~ I ~ ~ ~ ~ NETT1NG STAPLED IN PLACE i j ~
IN CENTER OF DITCHLINE ~ t
~ i ~ ~ ~ ~i i ~ k ' ~ ~C -SEE DETAIL r , ~ i i ~ i
~ ~ ~ ~ ~ i ,O' i ~ r I I i~ ~ ' ,
~ ~ i ; - ~ ; " j ~ \
i ~
i ~ 1~ . i Cr,
; i r
Y / 1 /J ~
_ / / , i ~ / ~ I
I ~ i I, ~ ~
~ ~ - ~ soo I i i I , % I ~ I
i j I ~ TYPICAL TEMP. S IMENT IN i / i ~ - ~ ED BAS A" -SEE PRELIMINARY SUBDNISION PLAN
i ~ ~ l / ~ ~ ~ ~ FOR SIZES
~ ~----1' ~ i i ~I /
\ I ~ , ~ ~ 1 f i I
\ ~ j I ~ ~ ~ ~ ' f
- ~ A ~ ~ ~ I ~ 'I i i
- - l l
- - - t - - ~ ~ i
I i l r
~ i
i
~~5,0
- - ---a - - -
i r
- - i ~ :
~.h Q G c:, f J
<4 _ _ - t
~ ~ ~ _ d
t i t ~ r~- - ~ d W ~ '
- --iH - - w t qg~---- ~
u, ~ + f _ .
G= u~ d
~ - - _ _ _ X55 0 ~ i - - - ~ , _ ~ ~ ~ N
- L = t ~ -
a
xt ri ~ r. ~i ~
_ -
d -
a w - - - N ~ ~ ~ r - - r -
L =(30}(4.58) ` ~ '
~.-T-~._.~>__ - - L 2 ~ 69' ~ ~
J--- - _ ~ ~ - - - a - m -
y - _
t = f.XISfIN4 ~ 30' LEfT OF CENTERLINE \9s ~ a 44
4 ~q, N L KA 44~ + L=96'~
0 - BOfILE----
EXi kJ - -
- - ~~p_ C - 4 44 440.0
POSEO E PROFILE _ - -
435 G
,yam r 4i- .
430.0
I
425.0
fv0. REVISIONS DATE DRAWN BY: T.A.S.
SITE TECHNOLOGIES, INC. Falls Meadow
Land Planning & Landscape Architecture Brassfield Township, Granville County, North Ca ~J-0 P.o.aoX 1612 Oxford, NC 27565 Owner: Joel Panara Vorth Carolina DESIGNED BY: T.A.S. Lake Ridge Drive Public Road Road Profile Sta. 22+00 to 25+25.36 SHEET.' 4
Sandy Court Public Road Road Profile Sta. 0+00 to 4+42.36 DATE: 4/29/03 y OF; 6
919-693-2927 EMAIL: [e-mail] 1059 Grayson Farm Road, Creedmoor, NC 275
522 [phone] HORIZONTAL: 1 "=40' NC 27 SCALE: VERTICAL: 1 -4' JOB NUMBER: 0314

\ ~ ~ i
~ I
N I TYPICAL TEMP, SEDIMENT BASI -SEE PRELIMINARY SUBDNISION PLAN I
FOR SIZES ~ ~ ~ I
- \ ~~------ac3--'.~ I L;~
~ S DD, I ~ I
\ I ~ CULVERT 6 - 48 L.F. OF , , ~ NE P , ~ I II
18" R.C.P. 0 S.OX ; 448 ~ V I INV. IN 444.8 ~ I
INV. OUT 442. ~ E-..
_ ~ % J
~ -J- - I
k - rv ~ ~ r~
~ q - NORTH AMERICAN GREEN SC25O ~ ~ _ - ' ~ - ~ ~ ; EROSION CONTROL BLANKET STAPLED IN PLACE
! 0 ~ IN CENTER Of DfTCHLiNE -SEE DETAIL A ~ . CULVERT ~7 - 58 L.F. OF
~ 'r _ o+ 18" R,C.P. 0 S.OX IPRAP ENERGY DISSAPATOR INV. IN 420.5 CL, 'B' RIPRAP, SIZE: 4.5'W X 9'L X 18~ THK
/ ' ~ i INV, OUT 417. ILT FENCE
~ ~ R = 631,64' ~ %1 I ~ ~ ~ ILT FE CN E ~ i x-~ 'x L 246.81'' ~ ' ~ -SEE DETAIL ~ r I / ~ f~ I ~ I ~ -S E AI ~ ~ i ~ ~ ~ ~ ~ ~ ~ o
~ I i - ~ ,X ~ DITC 'CH= S 29'34 47 E 245.24, f R - 230.00 ~ - i ~ NE ~ I ~ j 7 ~ ~ r ~ a ~ I , ~ ~ 4~~' c ~ ~ Q i U ~ <
~ i 'b ~ ' L - 302.98 ~ - \ ~ ~ I ~ ~ i ~y, ~ ~ - ~ ~ . I ~
~ ~ ~ i ~ ~ CH= S 56'0724"E 281.54' ~ ~ ~ i I ~ ~ ~ i 1 ~ / I ~ ~ o ~ I ~ ~ ~ ~1 A ~ / ~ ~ r I 1 ~ ~
~ ~ t~G ~ ~ ~ ~ ~ . , / ~ ~ V - r _ ~ ~l1 .0, ~ - i
r + a ~ ~ _ I ~ 0 _
/ ~ ~ - - l ~ ~ ~ ~ ~ / ~ I I r r ~ ~ ~
IPRAP ENERGY DISSAPATOR - / •Q.
~ ' ~ ~ ~ CL. 'B' RIPRAP, SIZE: 4.5'W X 9'L X 18 THK ~ - - _ - - - t - - - - * i l
i~ P , P l - ti ~ AZ '
y i, - ~ ~ ; _ i ~ ~ i f i L
' ~ * I i i ~ ~l ~I I I L I-'~ 1. ~i / ~ ,
jl~~l r mil I I ~j~l~ ii ~ i
~ STRAW MULCH WITH NYLON ~ ; I ~ ~ o' ~ ~ NETTING STAPLED IN PLACE ~ I I ~ o i ~ ~ I a j ' ~ ~ 'I i it ~ ~ ~ ~ I r,~' ~ ~ / /
IN CENTER Of DITCHLINE I N i i ~ ~ / i 42
-SEE DETAIL ~ ~ ~ DITCH IN L E S' !vi
PIER P ! ' 0 NTE DRIVE PUBLIC 50 RlW 0 RI W ~
r sTRAw T \ MULCH WI H NYLON
~ i NETTING STAPLED IN PLACE \ ~ IN CENTER OF DITCHLINE + ~
~ ~ ~ i ~ SEE DETAIL ~ ~ ,L
I \ ~ \ ~
~ I ~ x ~ ~ x ' ~
n ~ ~ ~ ~
/ 1 'i A
- ~ ~ s - --a - - _ -
- - ~ ' _ F ~ - - i
- - - - - ~ ~ ~ ~ i'~---~~
» a ~ ~ I 1 = 40 ~ ~
~ 1
~ ~i
~ x i r ' ~ ~

~ ~ Y ~ ~ ~ W / ~ ~
Z i ~ ~ A~ . ~ I _ /
o ~ z W
- a . ^ _ G7~
h n -
o o - - +
_ t J .---~---r d W N + ~ -
~ ~ - - T- - F h - - - -
~ , ~ _
---T a M - ~ ' -
- - - - ? ~ _ a~ ~ - -
~ \ a - -
r• ` _ ~ ~ - - ----m _ - _ ~ ,1 ~ a w ~
- - M ' y
_ - ji - - dI1J L ~ - J
- - - _ - - L ' L 2.25 _ _.y_. - _ _
~~)t;-3y-~- - l 68 l - 102 - _ - _
-q'~-- 18 R:C.P, ®5.096
H ~ 1al _444.8---- - - INV. OUT 442.4
f
~ = 102 - r 44;_
- - rn - ~ - -
\ - -
- ~
- - ~ - ~ ~ -
a, N . N -
~ \U~ {5 a ~ ~ 4~_
-
- o L - (30)(9.8Z - -
N - -
~ _ - ~
-
~ N ~ - - -
ry - - _ -
N,
~ 01N - - 4r j - OS ~
- - pl C N _ F d N N ~
- \ -
__-__f A.
- - -
- - I - - i
4'_,~' is
- t~ ,
- 18' R.C.P. 0 5.6;g _
_ - iNV. IN 426.5 - - _ - - _ - - _ HrN. OllT 417.7 n- w., _ - _ ~ ,
_
~ ~ i~ ,~I;~ ~n,-
NQ 4FAS;ONS DATE
SITE TECHNOLOGIES, INC. Falls Meadow DRAWN BY: T.A.S.
Land Planning & Landscape Architecture Brassfield Township, Granville County, North Carolij
P.o.eox ~s~z oxford. NC 27565 Owner: Joel Panara ,h Carolina DESIGNED BY: TAS. Pier Pointe rive (Public Road) SHEET: 5
o~~'919-693-2927 EMAIL: [e-mail] 1059 Grayson Farm Road, Creedmoor, NC 27522 DATE: 4/29/03 Road Profile Sta. 0 + 00 t9+27.16 oF0 s
27522 [phone] HORIZONTAL l'-40' SCALE. VERTICAL: 1'¦4'
JOB NUMBER: 0314

.4_ _
i
i
YAR. b"-0" B' -0' S 0' o~ ~ 1
1AYFA~F!If SF1Jl+lDER WIATH wIJTN G 0 i i - 0 1.
0 v o c0 of O a o C^~ 0 ~'j
rr, n• ~ ~ ' o ~ oJ~ o~~ o`C~0 0-~~`- , I I
. ~ - C! ~l 0 0 ',0; ~ =i ~ ro C t-
,r ~ s~,:~ Q~ 0 r4 ; ~ q "i ~o~~o 'o~~o Oho ~ -
o~ `o 0(~o~1oi~.v ~i SITE DESCRIPTION 0 ~ ' JJ ~n~~ ~ 'NE SITE iS STFEp~~" R^LtiNG WITH 5! OPF~ :,F_i~E~~~' ~ - - °4„ 0`~0,,(~
.z ~e,, 0 'J- c~~ O~J" _ i,~ U~~ ~1C,
~ r ~ ti~ ~ ~ C ~,~_'tT ~ ~ I C ~ ~ C `i ! ADJACENT PROPERTY ~ C~.o 0 ~ o oho ' ~ - - _
'~.,.,~~y M1 ~ - i - _ I 7 ~ ~~`aE ACJACENT LAND USE iS ~~OW ~ENSiTY REST ENrA~ z,r~o rA
5.-0. ------t- - ~ I - PLANNED EROSION AND SEDIMENT CONTROL PRACTICES:
TE!~1PORARY GRAVEL CGNSTRUCTiGN EX''T -PRACTICE o.OF
~ , ~,W ~di~ F ~~~,ti'~~,TH TEMPORARY GRAVEL CONSTRUCTION EXIT W;LL BE P' ACS' r? ~ :~~,tivXC, L. NEW DR!U'EttiFY AT ?HE ~N'ERSECTION W!T~' NvJ~. 158.
_ - - V ~ I - - - ~ ~ - - - ~ I , I'-- i ~ j ~ ? TEMPORARY SEEDING -PRACTICE 6-' 0 SI.~RFACE STABi~IZATiON WILL BE ACCOMF~ctSN~J 9Y GE ~,'H _ ANNuA~ C~'dE4 CRU°S AMA ~14u!CH AS ~F~CIF'~~=D THE
- , _ - ~ i - - I i - - ~i I I I - I i i I I - ~ i _ ACCOMPANYING NOTES FOR THE APPROPRIATE SEASON. PERMANENT SEEDING -PRACTICE 6.? 1
-II - i i i;_ _ ~ - EDT PERMANENT SiFBIi IZAi10'iA WILL BE ACCOM?L~SHEv BY of ~ 'N ~ A r`E°~ ,'w v `A" r ESQ;"F A RATE OF EIGHT p~~. ~ ~ i N - - - - ~~,NUS/l,w
'I ~'~i III - - i n _ ~ n rT _ - ~ LIME, FERTiL iZE, AND MIiLCH PER TEMPORARY ,EE.:'tiG ~ ,Nc OJT, JvL ~o o ~o ~ ~n~n ~ o o~ ~ ~ G RIPRAP ENERGY DI •5APATOR BRA: TICE h~.41 _ _
- - ~ _ - _ o - _ - PLACE RIPRAP ENERGY DI~SAGAT~ AT ~~~~P~A~^ - - r^n c ~c oUo >o~ c,Uo ,o~G~ ~ ~ L. vu~_ _ ~ _ E '~tJ~ __~,~ri~ _ZE A.~,RD~N~ iF-E n'M~NO,ON AN E _ .
_ _ r i - 5. HEMP,^,RARY SEDIMENT TRAPS - PRAC?ICE 5.60 P~.ACE TEMPORARY SED1M6vT TRAPS AS SHOW'v TC N-t,. ~ - _ :"vTR~ ~'~JW" AN~ Sf SEC MENT FR^uM RONOF~ BEFORE BE'~~'~';
T k Fi-. RIB - E ~ ~~~TER FABRr~; R~'~_EASEC INTO NA7~JRAL DRAINAGE SYSTEM. 6 TEMPORARY D'~VERSION DitCHES - PRACTICE 6 C0
a,~~1,i~,-'_ y~ ~ _ ~'b~'~~ PLACE A 8' WIDE NYLON ~NETT'~NG OR ^THFR tR 1, ^,n~ f"~ _ ._u~~~'~_" t=R ~.:E~AER TAE Di`CH!tiES INCICATED O!v ~~~N AND SECtiRE
i n ~ r, `i _ . WITH STAPLES. TEMPORARY CHANNEL LINING
PLACE A 8 W~^~E NYLON tiErrNG ."CEP ~r _''~'Jti A'{hL- _ _q 'e-uTc_R CF ^E DITC"'~~^.S i!v'Di„ATED UN =LAN A!vn SEC'U'RE
WITH STAPLES.
I~
SEEDBED PREPARATION
~ ~ ,K ~ ?i ~ ~ ~ Ch'~'sei compacte~~ areas and sp~aad topsoil 4 ~i~~hes dear ~e c'~°~s, ~ea:~~ab~e
_ ~ i hX I ki r~ rip the entire area to 6 inches deep.
~ X _K I. X ~u~~ Remove all loose roc~~, roots. and cthe tstrocJ ~~s 'ear ~ ~ „ 5m~~~tr end ,.-~fr-m. 4. Apply agr~~cu~tura! I~me, fertilizer, and sup?~phospncte ~^I!o _ _ isee tElcw*C.
i~,FY ~X k~ \ X~ x _ Continue tillage until aweir-oulverized,4~rm,, resr»,;hlp un~,f~ ~~e,, s 4 F r~he ie~r. E. S?Cd On q f'P,Shly prap0rad Saadbad Ortd ~Jvef S@aC ~yhl a Cry ~ tG„~? P"` Of .u t PJ~~". J(~ar
f ~x; xx CARRY PIPPA,P I'F CIF` '~q;p;i seeding.
~ - "5~ ~ ` Mulch im-ned~ote~,; after seec ra ~nr ancr. r ~r yr nu w_" o,~ s _ _ D~~ C m~ ng Straw ~F ^ , SP;~~ i Way - I 'I mulch ~rto sar+ace c~ sol'~ w'th a set n` dscs ~et s~~ay~+
'Sl 'X i ? ;poet oil seeded craos and aKa ~~ecess< < r- ,r i 7 V rer~ ~ e _ w ~ hng ~r ( ['.'SS~~d~a.
_ ~ a' ~ ~ r 2'x y~; i ~ C_'~~ - ~ - ~ ~ _ u - ~ . FL c~;`, qd ,rF; ~ 1~,=% I~ stanC sf`~eu1c be over o0~ ~om~~~,oea ~?es',o~ s' `,'~u _ ~ ~ ~ ,ee,'^~ ,~~iFs ~~l ~R~,~~ti,7~ t, , r~ _ 9 ~ ~ Consult co~ ser _ _ -h- tiGCr ~nspectc cr .e~wr~-a ' a i ~ .~e . . _:e,~ ~ est ;'~~shec
(1"Ih ~T- 7(1A C - - ~ f ~ UKA~uE ~ r ~ Apply. AgriCUt U!"a ~l Ur'l@StOP~a - L .Jn c~c~~a 1 1 :'P . Ic. -,I ~ Ferf'~~izer: - ' .~~0 ,bs Ie~re - i~-~(;-10
- ~ r, ~r 1' L~ "fit^o J~JpA' ~ ~Ta' wA~l ~ '~Y~~ ; ~ `t. - ~uperphosphute - 5,;0 its ;Dora J~ r ~`'A~,
T _ _ _ - _ - - _ _ _ _ _ _ - ~ ~ r ~ Mwch ~ tonsSarre - smoi! grrnn s'.row a r ~ xr >r Xr ~~~A Anchor - .Asphalt Emulsion - 30~C ,Ta~ /aere
- / ~ _ ~ / ~ _ ~;~Ax. ~EDIMEP~~ CPPir, ' ill ~
- ~ - - ~T NG; u , ~ u' ~
~~~~PJ. ~ ; , i
~ N;~P'~ ,r'iT ^,F IM1~1~~ , - ~~~~.,!~lV~,~,'I ~EJ_~ ~'~C~ ;~~~1 v._ _ _ ~ 7 ~ ~ ~ ~ ~ v. ,~~7~~ tiYH~~rPD SEEDING SCHEDULE . ~ , ~ ?ONE L
aPq~~ED hip P =~O~~~LGERS, S'~DE DI?CHES. SLOES !MAX . A
r k., ,~a~l~~
rk'~i ~'AN IhV ' I ~r~ ~.r'~ A.,g '5 - Nov ~ ~~i fesu:e ~ ~ ~Lr ~ ~ _ , _ ~ ~ 'a ire _ _ Noy 1 - Mar ~ Ta'~~' rescae r
& AbruZZ rye ',_~~ypY_ Mor 1 - Fpr .5 Tcl'~ fescue 300 !bs lane
F n NfS.K~- ~A~=~ 4~. 15 -Jun 30 Nu,~ec . ~n,mor Burr,ca~g~ass Ibs-;acre ~ -Aug '~5 Ta'~I Fescu? and "25 ~bs acre
G ~NiIrV. '"Brownto~ M~~',e! ~5 '~bs, _re
- ~ j l •~"C' SOrgh~m-;ddan Nvbr''de ~`vs 'ae~ - ~ ~ 7' , . v i i
-i - i I ~ _ _ _ _ _ ~ SLOPES ~~:1 - C.11
_ - v ' K~~., _r h'c I 1 i ~r..~ jrLD~~ ' ~ Mer - .,un i Ser~ceo Lespedezo (s~ar;F~dj « ti~ ~.,r.a
~ 'r v"~ ~ - ~,r
- - - 1' MIN. - - = - - - _ - - _ _ - - - - - - - - ~ .lli ~~nr r'i (M~r 1 -Apr 'Sj Adc tail fescue bs/cc~e ~lli A ~ CA^~ I !Mar 1 - Ju~~ 30i Or cdd wee _ ~e^ ss - ~4 ~ iY~~, ~ y o _ o 9Cra
~ 1-_ - - - i i - ~ j ~ ~ A, o ~ ~Acr i Jun Or add !iui~ed ;,crrm- ~ °c - - - - ~C~s-%a,-,~ - , , - - i -Sep 1 ~a+Tap, fescue and
- - ~.~~_"i iii - _ f *`*Browntop M~~~let 3`_ '~bs ,acre
- ~ i I ii~I ~i - I- _ ~ , - - _ _ - - - _ - - - -i- - ~ - - - - - - ~ - - -i''. - - - - - - ~ ~ - _ _ "*a Sorghum-Sudan Nyr~rd; 3C 'os.%aere - Mar ~ Sencea lesp?dezo !ur~tiu~iea, unsa~~fec; 'ZLI Ibs.%aue
- - Tr-^ ..C~ r~':l ral~ `esc~:e r ~~s ~o<re i ~ I ~ _ ~ 1r~ ~ ~ ~ v _ fv ''vov 1 - t~Or 10 AQtl A5'~R, 'lS..
- ~ - --~s-~t ens wet'on ery eer o- ~ 'her ~r ,es
_ - - - - ~ q n 1'~~.'"~ ~ u x`". OPAGE ~J F_tT r~G .,~IS?'„R~t~_- 'M~ fog ;eye,atic denuCed a ac, ~e _ _ ~ ~ h ~ ~ - ,Fr
I! ~ saed~ng rote ,;mt'nat~o^5 ere pcss~i;~,e '.~~n `i 'i,JiTi_~'F-~.~ r-K :JE~M~ ^a~.E.~Jhr\~ Tl,i ~~~JK,_ 'F., ~.,~I E., VI' i~ _ - - -
Xy~X\"v r ~ ~ - - porory Reseaa ding t~ oC' so, .e: _ _ :n ~ ~Y~~, VjL' TCt -fT, 1L 'Ir~~. ~.T ~ ~ _.~ar rvJ gro'N SSE' ~ '"E~Cht _ _ ~a _ _c - ~ , i _ ~ ~ _ v , I
~u ,
- - - _ ~ ,,s~
- _ ~ _ k fi _
- - _
k -

_ -
---Z: - - _
- --4- - - r„~ - -
~
- - 11 ~ ,~i
~c~: ~~v ~
_
a - of X cv4~, Ni. - ,i - - -
ti 4 1t~_ u',E 4',R~S - -
- 7 L" I ~ i - - ~ Q ~ l ~ ~ri "~T
- ~ ~ T~ - -
~ - -~~'f~ ~ ~ 1.
l~~ _ 4 - ~r_ r~~lt< - - 4 ~~~s ,
~ ~ I _ na : _ _ ~ 0_ ~ i N:: S / T- ~-r
"d~''.~~~ I i ~ ~ ~ _ 1 tT. i O~j ~
X41 F~ J~ '~"R~~ rti` ~ 1~_~1~ - ~ - ~-i - ~ e; . ~ _~v'_z l(~ ~ aJ ~1 _ _ ^ _ ~ " ~ - - - o ~N\ c~ c - J
_ ~ ~ 5~K' .n~_ ~v~
~ ~JrS _"y_~ 7E _ _ H~A~ ~ ~ ~ F~~ [t~ N~E'~1E~1~T ~ii~ ~ ~ i
. S'~; ''rR .R
~~S E~ e v _ kti~ ~ - ~~-iF,~G„~'_i;
~__:4A~~
DRAWN BY: TAS.
„S, ;;S DATE SITE TECHNOLOGIES, INC. Falls Meadow
!_and Planning & Landscape Architecture SHEET: 6 DESIGNED BY: T.A.S.
Brassfielcl Township, Granville County, North Carolina Carolina Erosion Control Details
p.o.eox 1612 oxford, NC 27565 Owner: Joel Panara DATE: 4/29/03 OF: 6
9,19-693-2927 EMAIL: [e-mail] 1059 Grayson Farm Road, Creedmoor, NC 27522 (9 7522 [phone] SCALE. AS NOTED ,iOB NUMBER: 0314

D~ I 1~0
3
ti ~ I , ~ ~ ~ r
~ ~ i
\ - - ~
i
/ ~
\ ` - ~
~ i
,a ~ ~ J i
i ~ j ~ ~ _ / Y~ ~ ~ SITE I l~
r ~ i Tt~~l* i ~ ~ ~ 1~ . i~' ~ I ~ ~ / ~ ~ ~ i~~ ~ i ~ ~ ~
/ rat r 1- rt + + ~i-~'+1 ~ i + d r i f~s ~ ~ ~ G~ i ~
rhEA,. ~R~_k .CA~_~ h FIELD ~t~-!-++*~-+--, u 1 I ^'F 4 V B^ E u-~ c_ ti~.wG I ~t r'}i+ tt 1 X
~GORDNATES N'G? AVAILABLE ~ I } r ~ ~t, ~r-rl- ti + I~' ~ ~ ~
j , ~ ; t ~G ty -H-t u,*r!-Fa-1,-~ i i ~ WOODS TO REAWN HOODS TO REMAN / ~ I ~ Wq`Rgti-~. r
/ ~ i+t ~ i - ~ ~ 4-. `-ref ~i ' ~ +r-i % ~ i KF ~ ~ ~ i ~ A\ z 0 \ ~ V ~ ~h t~~^d, y
- 1 -~/i ~ ~ ~ I ~ i`~ ~.~t ~ ~ ~ i ~ ' ~ .
i ~ 1,r t... i ~ ~ / ~ i , i ~ i ~
~ ` ~ -TEMPORARY jE^.'~~(N' 9ASIN ~f4 ~ 1
n. l_ ~ >q~_~rc4~, ~E~~1Mr_. dA_ ~ r_ 1 y- 'T "!'!'1. Lt~I ~ Vic,'nr Ma - not ~o scale ~ ; ~ p
1 ~ ~ - 1 1--~ t , ~ 41 i~ H i d ~ ~ ;
~ + ~ \ ~ 1 - --y r -^ly-f-i i + ~ ~ I
~ - t + ~ i \ ~ ~.J ~ ~i ~ / - ~ i ~1 ~ r t ~ ~ ~ ~ i ~ ~ ~ i , ~ I i ~ ~ ~
' -A ' X ~ ~ - _ + ~ ~ ' ~ TEMPORARr SEU'~. Ni BASiN y t + - l ~ i ~ I
\ I ~ ~ ~ i ~ ~ ,i ii
~ t V ~ ire. iEMPG Rr DIVERS Ch a"%~~ 1 1 • ~ ~ 1 y t ~ ~ ~ ~
~ ~ ~ ~ ` r 1 ~ ~ , e TEMPO RY SEDIMENT 6ASIN ~ ~ J ~ ~ ~ i ~ ~ i
~ 1 ~•i-._• ~ ~ - ~ 1 I -Yt''~ t ~ ~ < ~ ~ ~ ~ rr ~ ~ ~ ~ l ~I i
~1 _ ~ ~iEMPOR ,v SE NT BaS,N 12 i ~ Il II I
11.~ 'SSx V ~ I '~-o-~
_ ~ _ ~ W0005 TO REAWN ~ u~r~~~i,-, V -TEMP ARr Dw ~ I~t 11 } ~ ~ iii t r R i^ i I i -TEMP AR D'VE SL,N DI ~ ~ i ~ / ,
1 1 \ ! ~ 1. ~ V~ ~ , i + \ i ^ , ~ I~ i ~ I,
~ i' , i' ~ V ~ _ _ ~ spy I 1 I ~++-F ~ / ~ V ~ ^''e+ ! , , i
~ xN~OR~4R~ „"I~RS;n ~:N~~ f ~ ~ ~ ~ / „t ~ j ~ ; 1 g i li I f i' t / ~ A ~ ' 1 ~ - 1~1 ~-t ~ / ~ L~ ~ i t ~ ' ~ /
1 ~ II 1t. i r ~ 1 h I i t I . , '_---t--- - _ ~ ~V t i
WOODS TO REAWN I ; ' \ W WOODS TO REMAIN ~ ~ ~ \ / ~
1~~. ! III I % / „ ~ ~ 'A ' / l' ~ - - ~ I ~ i I i I F "R N ~A. n IN FI ~ ~ ,A , ~ + i HEAD 0 ~ EE uGV E„ t.D TEM ~R D'vER5i0N D~r(;!~ ~ ~GR,gRV S AiEN7 BASIN Mi8
1 it ~ ~ B1' STEVE M~'ENE'_L, NCOWQ ~ / - ~
~ --1---~- i ~ } I~ ~I / ~t~ORGINArES ~Arj~_ ~ ~ ~ ~ i ~ ~ I „ / ~ / i
;1 V I ~ ~ ~ ~ iEMPCRARe SEDIMENT BASIN 9 ~ ~ f ~J 1 ~ / ~ ~ l / ~ ~ % i ~ ~ T P Rq 7 q~i ' ~ EMPG A t N 6 oN ~i i ~ '_L
i ~ / ~j~''~ii
V A V~ 1 ~ ~ 1 ~ I ~ I + ! ~ ~ ~ ~ ~ I i ~ rE ~ ARY SEDiI~ENT BASIN ~~6 , ~j~.{~;_~,~.
~ V + i ~ I ~ / ~ 1 ~ I V ~ ~i ~ iEMPCRARI SEDIMENT BAS~N ~B TEMPGRARr SEDIMEN? .N f~1C TEMPORAAr ~,~MEh' 6ASIN ,?'2-1', ~ l ~ i ~ ~ ~Y ~ 1 'V i ~ i ~ I ~II ~ 1 1 TEMPOP,ARV SED!MENr BASIN ~6 / r~~i ~ I 1 ~a wk ~ :rf Y~
~ ~ ~ ; L I ~ ~ ~ _ i d ~ I ;rte ~ 1 _ I ~ ~ TEMPORARr DIVERSION D;'CH ,I; ! ~ 1 ~ ~ \ ~ ORARr ~EDInf W dA~IN k', ' ~ ~ i i ~ I ~ ;"Y- r I .
\v~'~~~~- ~ I v~ v k y j~ lvi A I V ~ Tr ~ 2~/ ~ 7 i 1 1 ~
~ ~ \ ! ; I " ' ~ I ~ ~ i ~ ' i ~ !'j } + ~ ~ I ~ fi~
~ \ ; ~ ~ T `i ~ ~ ~ \ P RARY RVERStGN DRCH M A P E O EM `ED EN B a I ~ ~ s ~ I ~ , \ \ i ,~1 f ~'ti+ 1 t l .Y V ~ \ A ~ , 14+ l~ I n ~I ~ r ~ I n~i i + / ' + i, ~ ~ ,
1 ~ vv~~ ,l ~ ~ ~ ~ 1 ~ 1 , TI ~ 't~ 1 ~ u ~ r i 1 ~ ~ \ ~ I + i T / i ,1 -r ~r
, I @ r ~ J ~ ~ ~ _ ~ A~. t y 4K
~ - ~ t ur ~ \
J i ~ v ~ i I~ ~ ~ ~ ~ ~ l _ ~tf,
~ ~ ~ ~ ~ a ~ r , Yom,, fi ~ ~
V` 'V ~ V ~ W0005 TO REAWN j ~,r ~ ~ A ~ ~ ~ ~ ~ ~ t \ ' y f ~ ~5
~ MPi,RARti DivERS~ONf p~'rH ~ dEAG OF ~~EEK LOCATEG '~N FIELD % ~ BY STEVE ~~~TCHELL, 4CDWG ~ ~ ` ~ ~ ~
~ ~ 1 N 6'03'A~"~ W78'362~~° ~ ''-rEMPORA' SEDIMENT BAShN X15 \
~ ~ ~ ~ NOTE - ~R"'.'EVIArS SnOwN ARE BE'~Nv ~
i' \ ~ ~ ~ ~ I, ~ ~ v~sruRl ~ iNSTAU_EC B'? DEvELoPER rp uiN~u~2E ~ OASRIRE IMPACT i0 S'+7FAa! Br ~NGINDua1
PASNRE ~ ~ I HO>wEOwNERS V.'E~
~~'i i
~ C. ~
I ~ ~ V I ^ ~ i i i
1
~ ~ ~ / j , ~ ~ ~
i I ' ~ I
~ I ~ ~ 1 ~ ~ i ;
j

1
NOTE:
Tr_~"- :'GARY ;E~~'iMEN` ~A~I~; SC'~EJ' _ _ _ a ~ ~ 'A,~ S _ cr° i - -;V~ ~Eti ~ tNF FM'!M ~LR~ GN F ~ t E R Jv_ 'tP rl F=r ~
v, ~.a^~ F'r ,n r . cr ~ A - P~ F. ATE r ~F ~L, 4=:_,i'NG N~~ BRA. I RGL- R 1i n A G ~ cT[,~ ~ I'~I v~ ~v ,L~Rr'~.iv'? ~ P~N_ RIJJ ANUS ;JN., ~ _ _ _ _ 3A_ , ~~"_~1__~c ST~~~ EFD 4~ic~ ~K ~NAi;t. ARE4 v1~. S.RFAC_ ARF REQ~"RE_ ,~RAvE ti~~'_~~ REG~ RED ~S~ZE ' H,.- ~.'P<'n4 1, A. ~ .~J ~ '~ECESSA~R` Ektitl'c FAR ..~~NS`RJDiIQN S'~CN'^~ _SE P,A~dS ~ ~ - - ZE WEIR LENGrN'
_ . 't~,'~. vi A';.~'~ _ HK''?J~~. P_N Q(,A ;~'ti''~ A~rtr iHC EDGC t?r PAVEMENT ~k _ '_4_E;~ ,r.`'^ERV'f~5~ NGTEC I 'i I
' E.E c ,rd ~ r - ~ ~ ~ r r r ~~R: NkL~E c..~ ar t ~ ~ - - - - - - - - P'..nK ~h rY'~ ;N iN l PL N '`!A. 'S ..J~v BE P ~ G'~\F. Vv! H 1 i.aND Y"! JF,~~+ rt. ~ r ~ ~ ~ 0 ~ ~ ACRt ~ . ACRE ~ 0.37 CFS 162 S F. 198 C.F. 110'W X 20'L X 3' RE ~R ~ ~~aND~~^,AFE AR~Hd;EG r R AD ~P~1cN~ ' - 0'W X 20'L X 3'D 4'
_ _ ~ ,r ~..A , n ~i~.u~NU '~'fU?iES SHOWN ;LN 1t;ESE PLANS ARE APPM~X~MA?F rH~ ~ R SHALL ~d_h,,-v ' _ ~_G_A~~ v~ G- 4L'_ ~ 1 _ - - r _;,3 ~:~RE OR ACRE 0.26 Cry ~ 114 S r i44 , P ~ 9 VJ X 18 ~ X 3'C - - 1--- ~ X 18'L X 3'D 4'
Ir,TIP> aN,, ~FA~~t !~f RESPONSIB~~_E FOR DADIAGE ~ C SAME. - ~ - - - - - n 1 - F:; ~ 7c c F ~v q~ ,p-` ~ - aAR A~-. CR irE ~U _r;;,Cl~ THE Si?E. ~ ~ 542 ACRE I ~ aL A^R•~ 1.40 CFS B SF ~ %56 C.~ 20'W X 40'L X 3, ~ ti.^,~. r ~ AI ' MA N A'~R~ A. F._A ~ A ~ P. 4 l ! _ N. R ~ - ~ 3 n L ~ ?0_W X 40~L X~ 4'
3 `H ^ ~R ;~iA~~ BE RED ~w~i9LE rJR PR„~ ~:ING vE~ „A?; ,r 'FRTIF~~N, ~E abvFM~v _rR,, JRE SA'ISFrS T~F aPPRCatu DES~Sh ~I - -1 4 ~ ~ 14 ACRt ~ i4 ArRE 0.47 CFS 205 S F ~ 252 ~.F 12 W X 24'L x 3' jug 1 r~1F A ~ 1 ~ i.~ ~ i.~RE '1(q..PV ~'B;f7~E rA~C APvL' PA`J.A,1E~~ ',,r~^.rr AID ~t.:,E ,u;~.: r'w1~:+irN,. TH,('r(Ni E1 rYFF, ~ _~r!~F'IE, - - ~ 2'WX24'Lx3'D~ 4'
R~ ~ iRT ,:I~ r,cn h'r A. pR ~r Si-NH~~- EN~iNEtr; 15 k~~~,REp- 4^ 7 Re I ~ a z I ~ _ , , I C ES ARE ~ - 4CRE ~ 0.5 C, z4, S,F, X06 C.F 13'W X 26 L X _ 3'W' X 26'L X 3'D 4'
~~a tiCR"h PR~ ~ ,JN~ A v'ER ^ r 30G-r~~ a bt :;RE E - - ir- r i n ~ S ~ i F p4 c~ p~cC, Bt +AV~~M ~ ~ - -,r~~i?BE~~'~5, SP'iL~ YE~EUr t ~^~-5~~!C H'v0 AE P~ulv~r=,' i 6 /+CRE 1~ ACRE ,,.40 CFS ~7~ SF. ^ 2~6 C. 91'W X 22L X 3 ~Rf~S N~ LP'J~'N OE N~~~ 7?tE 4v~__ J. ,tip ~ ~ ~~RC~ _x: _ _ ~ - _ -l - r I i 1'W X 22'L X 3'D i, 4'
~~n SEEPING LF, n ~ r,1 1 ~ (P q' ; _ ~ - _ C..,B ACRE i ~ _3 ACRE 026 CFS 1 ; -4 S F 144 ~ W X 1 ~ ~ X 3 C ?'W X 1~'L X 3'D 4'
t--- r--------- - --i-------- 3 ~ G.09 ACRE I, Oy ACRE C 30 CFS 13i S F i l02 ~:.r 9'W X 18'l. X 3'C -t-- 3'W X 18'l. X 3'D 4'
9 10.,08 ACRE 0,09 ACR 0.26 CFS 114 S.F ~-144 C F 9'W X 18'L x 3'C ----I 3'W X 18'L X 3'~ 4'
CONSTRUCTION SEQUENCE. E - ~ 10 C C>> ACRE i 07 ACRE ~ 0.23 CFS 1101 S.F 126 r_F 9'W X 16'L X 3'C 3 W X 1 o'L X ?'f,' ~ 4'
F r - - ~ - r--- 10,26 ALRE ~ 26 ACP,E 0.97 CFS 1379 S F 469 C F ~ 16'W X 32'L X 3 '6'W X 32'L X 3b ~ 4'
- _ CE-Ai1 A GRPE~~JL, ~~.rcA1~l. ~ - - - - - 6'W X 33'L X 3~D i 4'
d'^~ I - TPrL~'~~,'V FXT „~urERTj ANL EM~NvkA~• cF~~_,t, kgcrvc tip; , E TREE; atiC' ~ ..~c. N~_~~ESSAR _~'Y ,ASS ?2 ~2U ACRE Z9 ACkE ~ 0.9? CFS 423 S.F. 522 C.F~ i6'W X 33'L X 3 1_-- - r--__-___---_ -_----1~---_-- TI-I~,_ !~.7.'S. _ - 13 ! _ 1~ aCRE 1~ .4CRE ~ 0.40 CFS 1i5 S.F ~ ?16 C.f 11'w X 22'L X 3 - 1'w X 22'L X 3'D j a' ~
~~LLAY ASV :r titi~i~. ,.l-( `L. G~~'~~ _ a' - ~ ~ - R Tr; i ~+,..~tl. "'~itrRY -,i r n~'- z - t ~_E F'n-IJN A~ SNC`N'V nN ra^ A:L~ ~EM ~N4~ EK _ A'vC U~Kf iF _ MPS ,.v' h - ~ t- - - - - - ~aS "Nt I~JRI: 4~' RE~~r _ INT~, SITE_ iEMPORARr D~JER°,~I",; AR= ~u evER' ~.y=- ARUM NEttiw ,K~BBEL ~+MD QRuDEL~ ARE-~~ vN~, ~~~L ~ ' ~~_'^~ES ~kE '4 ~ O Oa aCBE _-Oa ACRE 0.13 CFS ~ 57 S.F~. ~ 72 CF 6'w X 12'L X 2'C ~ ~ >'W X ~~L X ~D 4'
NNc ESS !Cf . - - ~ I >aDr4Jt,`E ' „t", 7F_~ fy,7H cTA~iON. ScFf` u'~D MJ'~.h iE~~1FJh~r<~ %~11tk5iC^, ..c; ~,+"~4E.,!Arr y ~ ^r^T Pi ER ,S v _ - - _ f - ~
,c -1_~r -c F, . a ,~,r q;' HF ~~~F 4 ;,r~ ~;q,~ f~wAVr TEy1Pr;RAR, G_,i;d%,^~r^ ~~;,;P~; ~ ;5 v56 ACRE 6h ACRE i 2.21 !'FS 96{ SF 1198 C.F. ~ 24'W X ~0'i. X 3 4 ,~R,A.,: SII,_ h~w~ly _V ?'SAN, PtOf~LE ~ ~~E~~ ~R .~+~_i-~ ROAD ~ A2~~~c,_ _S J~~ ~ ~ ~ - _ r A?^~C ~~LACE R rG?~ I_TIERL,`' DiS,APATC~RC AI CULVER`S AS w0,R'K PRf i Rt, CFS _ I '.6 C.nS ACRE BJ ACRE 2.01 CFS 376 S ~ ~ 1 C80 C F 23'W X 47'L X 3 - ?3'W X 47'L X 3'D ~ 4'
1^;_ - ~ uu,;SE ~:~.STF_ C!~ O~E4ATIC~h 5 ir+,,T D~S~URCEC APEa; rely, gE a•~_"_ - _R>N.SE ~arE, EG J~~~'t~ ,~ROuNC ER. Utv~JES, _k ~n~~~ uRt~. ~ 38 ? RE 38 ACRE ~ 'i.2? CFS 1554 S.F ~ 684 CF 19W X 58~L X 3 I9'W X 38~L X ?'D 4'~~~
>u*~ ~ _ ?0 Rr ~rFAIN EnOJ!CN WTHIN 15 ~`~'ORl(I,'vi~ DAYS, r „ - _ I !3~W X 26~L X 3'D 4'
~n . ~ 4 I ;a^ c~ ~,r^;a.;r,h, -~LN'rRrL -RA~TCES WiL' E Gri;~ 1^~ RA`~i=1L~ E~,'F+~T, v~EDEv RE~rn~ .4N„ ,+tif.Tt'`%+.N~. ;.R~ ri 15 ACRE I? ACRE Q5. CFS c4: S.F 306 ~F '3'W X 2fi'L X 3 ti - ~ J - - - 1 BL M F MME: A;FL~V 1
_ ~i~ ~ ~ f1l'~ C I_ ~ 'nr i-._ ~ - _ - ' ~E rtld `tE , C1)E'SE QF CONSTRUCTION THA? Sl,dv'~' ,AN' ~t. , _ _ ~ _;Sa !~iE 5i~ t ~vr;i _ PRS~~R Ir~~_E!v1ENTAT Ui~: MA ENA~,; c ~ i
- - _ ~ i, G pki ^ r .iN''Rv_ P! pN. ThY PERSON RcSt r>^JJi~I-E ~C~k*iE - A _ ~ f ~D_~v _ K_ ~ ~L iNA_ T~,1,?~ti~ ~ - ~ --t-- i
1 ,A F' h rHE ,'ST R ANCE FAI'_S ~0 ?AKE ~'k-1JE i CcBR~E ~ti' c~rE . GR~:EMEti '~vN AN'N' 'y^=?` 4'CA~P;Sr L-. ---I--- a i i ---t--- 5 E ~ B _ _ -
.,t _ _ - 4 ~+E ;'nAC'~„ ~~R!^"~ nC~'IJKt AND; GR A SHOP WORK CRC'ER ;SS'~~t~ I I ~ ! I ~ ` %R~1,+AVENT'~ 1 STABi! " A ''IS?uRS~D AR_A" - - - - _ _ 1 ~ IZt ~L ~ _ - - . - , - - ~ ~ ~ I , - - -
~ P~ R: w1 1A Rr i ~ "v~ .~y.v. V', w -:A'. ,ti '-t~ _Al,_. P ..4 R - _ - a Z ~1~d~ Ail. L~ L _.,S~v ~ ~ a. i -
_ Y~~i,~,'~N ~VI'H FR)~IS;rv L,UtiTN~L ^JSGE'T~'~R 'I I ~ - - _ . _L.. - _ - : _ _ ------~---------1- I- - - ~ S~a`e 1„ _ ,
I I I _ _ - --1-- _ _ - ------1--------- -
d0. REV1Si0Ns DATE aooaI 0000
arY~ ,E R, n,T aDGE Rr,F AN,-, E; t; 03 0oscp c„ DRAWN BY: T.A.S.
.mot:.. S- REAM I. „A .,N; a; A , %CNED b~ N~DWU PGA' - TECHNOLOGIES, SITE INC. SHEET:
Falls Meadow wG DESIGNED BY: T.A.S.
a* Land Planning & Landscape Architecture Brassf re1d Township, Granville County, North Carolina arolina Preliminary Subdivision an
6-rg.4 P.O.Box 1612 Oxford NC 27565 Owner. ' Joel Panara DATE: 4/29/03 OF 6
~OOO ~N P~Qo~~oT A Sod 919-693-2927 EMAIL: tastall@ loryroad.net 9 1059 Grayson Farm Road Creedmoor N 27522 91,
~o o0000° 522 [phone] SCALE: 1"_100' JOB NUMBER: 0314

~ f / !
/ %
CULVERT 2 - 60 L.F. OF ~ ~ ~ \ IPRAP N R Y T / /i ~ I r
18" R.C.P. 0 4.OX ~ EEG DISSAPA OR INV, IN 453.4 ~i I, a' CL. 'A' RIPRAP, SIZE: 4.5'W X 6'L X 12 THK IPRAP ENERGY DISSAPATOR ~ ~ ~ ~ ~
INV. OUT 451, ~ r CL. 'B' RIPRAP, SIZE: 4.5'W X 9'L X 18" THK i \
TYPICAL TEMP. SEDIMENT BASIN P -SEE PRELIMINARY SUBDIVISION PLAN ~ ~ ~ ~ ~ IL FEN E a ` \
FOR SIZES ~ ~ ~ SE DET IL ~ k
r- NORTH AMERICAN GREEN SC150 ~ '
EROSION CONTROL BLANKET STAPLED IN PLACE ~I ~ ~ CULVERT ~3 - 68 L.F. OF / r ~
IN CENTER OF DITCHLINE - 5EE DETAIL ~ 5tl~ 18" R.C.P. 0 5.1X Ar INV. IN 443.5 STRAW MULCH WITH ,,y' ~ \ ~ ~ I
~ ~ ~I 1 INV. OUT 440.0 NYLON ~ ~ NETTING STAPLED IN PLACE ~r h
- ~ IN CENTER OF DITCHLINE ULVERT ~1 - 76 L.F. ~ ~ a' -SEE DETAIL n- STRAW MULCH WITH NYLON
OF 18 R.C.P. 0 2AX _ ~ ~ ~ _ r ~ _ / p ~ CULVEI INV. IN 467.25 ` ~ _ CULVERT ~4 - 60 L.F. OF ` ~ ! ~ NETTING STAPLED IN PLACE 1 B" R.C.P. 0 5.OR 'a ' ' ~ IN CENTER OF DITCHLINE I
\ ~ ~ NV. OUT 465.73 / r S ~ _ ~ C~ INV, IN 448.5 ~ ~ I ~ ~ -SEE DETAIL I
INV. OUT 445. I~ 11 ~ I I j ~ ~ ~ ~ I ~
~ E ~ ~ ~ h i J ~ x ~ ~X- ~ ~ ~ N ~ / ~ - f ~ , ~ i A ~ IPRA ENE~2GY DISSAPATOR ~ i
Z L^, / ~ i i9 ~ ~ ~ C~. A ~RIPR`~P, SIZE: 4.5'W X 6'L X 12" TICK ~
V ~ ~ ~ ~ / ~ ~ A ~ ~ s~ ~ ; ~ I ~ \ ~ V ~ ~ ~ z i 613.6 V ~ ~ ~ ~ ~ '
~ ~ D f ~ R 613.6 i i c~ ~ % ~ L ~ 246.63' ~ ~ w ~ ~ / j ~ ~ V ~ ~ i 246.63' V ~ I A_ I
~ s or3s'oe 10~ ~ - ~ A S OT39'OB X244.97' \ ~ \ ~ A ~ \ ~ \ ,.r ~ ~i . ~ A V ~ ~ ~ i I ~l'
\ ~ ` ~ EAr~ i 'E \ ~ ~ ~ e~ ~ ^+~r7 ~'O ~ ~ CHLINE 'G' _ ~ ~ ~ ~ ~ i I
o ~ STRAW MULCH WITH NYLON , ~ NETTING STAPLED IN PLACE ~ DI _ ~ ~ ~ ~ - _
IN CENTER OF DITCHLINE TCH~uV ~ ~ ~ ~ ~ 9 ~ ~ SEE DETAIL _ "`~'r'~ r ~ - i DIT LINE 'F' ~ ~
~ p _ _ ~ -t - - _ ~
I R = 245.84' ~ ~ ~ ~ ~I ~ i / L ~ 177.82' ~ ti - ~ ~ a- ~ ~ u' W~ 1 U _ - 4'.. ~ - -
,x (t'T FENCE CH= S 01'33'22" E 173.97' ~ j ~ - - ~ r X X ~ =SEE DEfNL ~ d ~ j _ i"; ~ l l SA ~ ~ ~ ~ - - - - - - ~ o~ ~ ~
l 1 ~ 1 i ~3
~ ~ ,u . , - zi
~ DITCHL E 'H'~ ~ ~ ~
~ \ ~ ~ ` j A
4 ~ ~ ~ ~
~ ~ RAVEL CONSTRUCTION EXIT ,9"~ ~ ~a ~ ~~I ~ c A ~ R 2,496,36 ~ '6 I a ~ ' r~'~, ',I ~ ~ ~ L - 206.22' ~ ~
~ ~ ~ A -SEE DETAIL ~ ~ ~ ~ I A ~ ~a ';p I ~o A + ` ~ ~ ; CH S 02'29'39"E 206,16'
~ ~ ~ ~ ~ T~ STRAW MULCH WITH NYLON ~i _ NETTING STAPLED IN PLACE
\ IPRAP ENERGY DISSAPATOR AKE ~ ~ ~ - ~ IN CENTER OF DITCHLINE
,r L R DGE DRIVE CL. 'A' RIPRAP, 51ZE: 4.5'W X 6'L X 12" THK ~E DRIVE PUBLIC 50 R W ~ ~ , - -SEE DETAIL
~V ~
r;
I
I
f ,
i i ~ _ 0 - ~ _ _ ~ _
1 _ ,
o
W z ~ 1 = 40
w p I
} 4' `
Di-. - - - N Q~

N 2W ~ O
m ~
~ tp Q i ~ 4~
- - j - - - io-
f._- ~ ~ - tp ~ ~ ~ ~ N
ti ~ -
O I _ _
~ ~
_ _ - _ - ----Y-- - -
~ la
ULVERT 1 76 L.F. \ ~ d
OF 18" R.C.P. 0 2.OX , _ ~e? ~ ~ - - - - - - INV. IN 467. ~ A _ _ M - -
NV. OUT 485.73 ~ ~ ~ ~w Z °

ISTING PROFlLE 30' RIGHT OF CE ERLINE ~i _ _ _ _ _ - - L-~-~'" , a
\ ~ - L = KA y- _ . - n.
t-~ j36j(3.~ - - Z w - - - - - - - - --------G-- XISTING CENTERLINE PROFlLE = L = 96.0 ~ m
t f g-~- #9 - - - _ - - _ _ r ~ - -
~ o -
g n XISTING PROfII.E 30' L.EFf 0 CENTERLINE ~ + o
- --t =itFt - _ _ _ _ _ - _ - _ - _ _ _ L = (30){9,57) d
- - - ~ _ __ROPOSED__CENTERLINE PR FILE _ a _ s__-_ F % a ~ - - - _ - . -aG- ~ \ t-=- -
- - L/2 = 144' A _ a - - - - .
00 ~ k _ - - _ - - _ - -t ! . -pl-- - - # a y N ~
~ - ~ Qj Of ~ IA 'f ~
~ p /
~ + ~ a ~ . " ~ ~ w _ _ -T-- _
o ~ ~ ~
d
I - , - - - -
N ~ ~ ~ ~
` ~ L . 30 1.24
a Fo 4~}`= U ~ L/2 = 19'
J
- Z - _
`s

CULVE ~3 - 68 LF. OF
- _ _ - _ - _ - _ _ - - - _ _ _ - - - 18_' R. 5.1X-- _ - - - - - - - _ - _ - - _ - _ L KA INV. IN 443.5 _ - -
- - _ - _ - L.. _ 1253)__ - - - - - IhtV. 44QQ__ - - - _ - - _ - - - -
l ~ 76.0' _ _ - ~ ~ ~ M O
' ~ ~
~ F- - -
N
j - - - _ _ - M
_ _ -
~ - - - ~ v ~J iJ ice' - - - - -
_ ~i~~;
NO DATE Falls Meadow
DRAWN BY, T.A.S.
SITE TECHNOLOGIES, INC.
T.A.S Lake Ridge rive (Public Road)
th Carolina DESIGNED BY: SHEET: Z .
r Land Planning & Landscape Architecture ~a Xd ~y ~ P.O.Box 1612 Oxford, NC 27565 Brassfield Township, Granville County, North Caroli, Owner: Joel Panara DA FE. 4/29/03 Road roe a. to 12 + 00. 00 OF 6
919-693-2927 EMAIL: [e-mail] 1059 Grayson Farm Road, Creedmoor, NC 27522
27522 [phone] HORIZONTAL: 1"=40' SCALE VERTICAL: 1"=4' JOB NUMBF_A 0314

BEAK iN~
i
F
~ I ~
. % ~ / i 2
~ \ I ~ J ~
~ \ ~ U ~ ~ ~ ~ o ~
~ NORTH AMERICAN GREEN SC250 ~ " 250 j
EROSION CONTROL BLANKET STAPLED IN PLACE ACE
~ IN CENTER OF DITCHLINE -SEE DETAIL----._.,_ TAILi____ , ,
~ STRAW MULCH WITH NYLON
/1 ' % i NETTING STAPLED IN PLACE
i n(„' soh IN CENTER OF OITCHLINE t'~ ~ ~ ~ / -SEE DETAIL
~ ~ ~
V ~ \ ~
~ ~ i Z
~ ; _ - ~ ~ i ~ _
_ CULVERT ;~5 120 L.F. OF ~ ~p~ j i b
\ 18" R.C.P. ~ 1.OX ` INV. IN 399.4 i
\ INV. OUT 398. , ~ / ~L V ,
O~V 4 LEVEL SPREADER
/ -SEE DETAIL . j ~ - ~ _ _
1YPiCAL TEMP. SEDIMENT BASIN ~ RI ENERGY DISSAPATOR ~ ~ ~ ~ " ~ /
-SEE PRELIMINARY SUBDNISION PLAN FOR SIZES CL ~B IPRAP, SIZE: 4.5'W X 9'L X 18 TMK , ~ - - ~ •
LT NC
j -S D AIL - - ,
, , ~ _ _ ,
~ ~ . ~ - -
i~ ~ ~ - r-- , r ~ ~ ~ ~ ~ `
RICAN N C250 ~ ~ ~ NORTH AME GREE S V ~ I
K STAP IN PLACE 1~ ~ 03, ~ ~ ~ EROSION CONTROL ELAN ET LED , ITCHLINE - E DETAIL ~ ~ ~ IN CENTER OFD SE ~ / i j / ~ L i / / _
STRAW MULCH WITH NYLON / j , y
P CE , NETTING STAPLED IN LA i- - r _ / ~ . _ -t_ . _ ~ . _ ~
IN NT R OF DITCHLINE ~ ~ ~ ' ~ ' CE E / AIL ~ r / - SEE DET / ,
i . _ , - ~ ~ A
\ ~ IL Ff= E ; n I E ~L IL Ff= E ; I • ~E ~ t-
E DRIV PU8L1~ 50 RlW) , ~ ~ ' ~ y LAKE R1DG ~ ( , ~ ~ ~ ~ ~ t j . - 9 + _ + ~ i
° I r i , CULVERT ~9 - 52 L.F. OF
~ / I i / I l ~ ~ ~ ~ ~ ~ ~-,,i \ 18" R.C.P. 0 3.OA
I _ ~ ~ INV. IN 403.0 y ~ ~ y ~ ~ INV. OUT 402.4
~ l ~ / / % ~ ~ DITCHUNE 'G' ~ ~ ~ ~ - - - ~ b
, . _ - - - ~ ~
, ~ ~ _ _
I t ~ ~ Cj} ~ ~ ~ ~ 1 ~ ` ~ - U ~ ' d " I~
N r ~ ~ I N f r~ ~ i i ~ - t - _ 1 I ~ ; ~ ~ ~
i \ ~ ~ ~ ~ ~ ~ V 1 i ~ - I- ~ L ~ ~ _ ~ ~ ~
4 LEVEL SPREADER ~
4 - T~ ~ - - _ -SEE DETAIL
\ ~r T~~~~ ~r T ~i,i~,'~~Vy~', A / A ~ ,r~-~
~ _ ~ / , '~F?4 ~ z~r 1 t ~ _ ~ , -
` ~ ~ _ ~ ` ~ ~3~ ~ ~ ~ ~ ~ E - ~ ~ ~ ~ \ ~ ~N ~S' ~ - - - _ _
\ Q ~ r___- ~ ~ A ~ ~ ~ i - ~ ==J' _ _
_ ~ ~ - R Y DISSAPAT( CULVERT ~B - 56 l.F. OF RIPRAP ENE G NERGY DISSAPATOR 1 " = 40
o NOR1N AMERICAN GREEN SC250 18' R.C.P, 0 2.OR CL 'B' RIPRAP, SIZE: 4.5' IPRAP, SIZE: 4.5'W X 9'L X 18" K
EROSION CONTROL BLANKET STAPLED IN PLACE INV. IN 403.0 + IN CENTER OF DITCHLINE -SEE DETAIL INV. OUT 402.
r - - -
~ ~ o - - - - -
U~ _ _ -
-
~ ~ '
- -
. ~ -
N1 D, ~d O a} - m - - -
- ~ ~ i ~ - -
- - ~ < g _ -
- ----r-- - r - .
N N c---- -z ~ ~ _ - - -
_ - _ ~~X- - a. W O F- !h > VIN
-
_ _ F-=___- a. w Q _ _ _
N cx _ _ _ d
m - - _ - -
- - ----1--
L _-12(1-- _ _ Lj2=60' a
r;
- X1 tfN~ RRbFfE~3a'-~f~ _ - _
~
_ ~
__.-!r ~30~1;D0}--_-------- ~ - N - - L1R~P1~OFiL~- - = so
` XiSTING PROfItE 30~ LEFT 0 CEiJTERLINE _ . _ ~ -
- - _ _ - L - K~ ~ r L - KA - -
--------r - - - _ 25~ ' 254' - -
\
- - _ , - m - ~ , - -
- _ 5f ~ f ~ ~ -
- - ~ - a
- a - _ _ _ - - o ~ a o - i ~ a . - t -
- - - - - + n
F o~
- a - - - L .
-------1 - - --,R---~ - N M rD g
ap "1- _ _ ~ o - - -
O - _ a
• g -
_
- - --t~--~--- -
- - - - - 18" R.C.P. 0 18" R.C.P. 0 1.OX _ _ _
- _ _ _ iNV. OUT , - ---1F(~-ft3~-3gg;~F-- iNV. OUT 398. - - -
- - ~ r _ _ j ,7
~1+„~~ L~ ~ _ J
z ~ ~ ~ . +
DRAWN BY: T.A.S.
REVISIONS DATE 77' -r,17EK - - A SITE TECHNOLOGIES, INC. Falls Meadow
(Public Road) Lake Ridge rive DESIGNED BY: T.A.S.
Land Planning & Landscape Architechire Brassfield Township, Granville County, North Carolina Carolina SHEET: 3
22 + 00 OF: 6 DATE: 4/29/03 Road Profile Sta. 12 + 00 to
P.O.Box 1672 Oxford, NC 27565 Owner: Joel Panara
919-693-2927 EMAIL: [e-mail] 1059 Grayson Farm Road, Creedmoor, NC 27522 ( - HORIZONTAL: 1"=40' JOB NUMBER: 0314 7522 [phone] Fs cA~_E: VERTICAL. . 1 "a4

- - - - - _ .
~ I
l I ~ i
~ I l i ~ I
TYPICAL TEMP, SEDIMENT BASIN ~ ~ -SEE PRELIMINARY SUBDIVISION PLAN ~ /
TOR SIZES ~ I
\ 1 ~ 449 i
- ~ ~ ~ i
A ~ . ~ CULVERT ~6 - 48 L.F. Of , ,
_ 18" R.C.P. 0 5.0X NE P ~
~ INV. IN 444.8 ~ ~ ~ ~ INV. OUT 442. ` 4~ F' % i ~ ~
V A 1 ~
I ~ - ~ ~
_ , i ~ G,) ' 1 ~ o ~ ~ a. 1 1 1 ~
~ i ~E ~ Q h~ NORTH AMERICAN GREEN SC250 ~ ~ I ~ I ~J ~ a EROSION CONTROL BLANKET STAPlEO IN PLACE
I i ~~G ~ a I ~ ~ '10 ~ IN CENTER Of DITCHLINE -SEE DETAL CULVERT ~7 - 58 LF. OF IPRAP ENERGY DISSAPATOR 18 R.C.P. 0 5.0X CL. 'B' RIPRAP, SIZE: 4.5'W X 9'L X 18" THK
A `4i, i ' I i 6` i INV. IN 420.5
~ ~ i, ~ 1 ~ ~ i i ~ i , i ~ ~ ~ ~ R = 631.64 INV. OUT 417.7 IlT FENCE -S E AI ~ ~
~ ~ ~ ~ I ~ ~ x , I ILT FENCE ~ ~ ~ ~ ~ ~ I ~ I ~ i i I L X46.81'' i 1 ~ ~ i -SEE DETAIL O~- ~ ~ ~ ~ ~ I I ~ ~ ,p~~ °
ti, I ~ , ~ ; ~ - _ ',x pRC / , CH S 29'34 47 E 245.24 i R 230.00' ~ NE ~ ~ I~ O ~ P N V ~ I ~ I N I d /
. ~ I ~ / I ~ ~ ~ ~ i i . L 302.98 ~ ~ ~ ~ ~ i,
~ ~ ~ , CH S 550724"E 281.54' i , I ~ I
G,y I ~ I ~ ~ ; ' ~ ~ ~ / ~Q,
~ ~ ' ~ ~ - i f~~ ~ ~
v ~ vJ' `1 ' % ~ 'i
I`. i ~ ! ~ ~ IPRAP ENERGY DISSAPATOR - - f'~" - \ ~ I ~ ~ l 1 M /I ` - I~ I / p.
I i , j y~ , ~ CL. 8' RIPRAP, SIZE. 4.5'W X 9'L X 18 THK ~ ~ - \ ~ 1 ~ - ~ ~
A I ~ ~ I i / ti R2 R2
i ~ ~ IA ~ j R~ xi i
~ r P-~ ~ l,~ ~ ~ I i ,l ~ ~ l~ ~ i ~~j ~ I % i l ~ ~ - ~ ~ Q
i ~ ~J ~ ~ i~ 'j ~ ~ i I I x ~ ~ A' ~ I' I I I~ ti
i ~ ~ i ~ , I , i I ~ ~ ~ ~I ~ u~ V I i i i I/ x i I _~I ~ ~I I ,i I I
I` M ~i ~ I' ~ ~ j ~ ~ STRAW MULCH WITH NYLON I ~ ~ ~ o I r ` ~ ( ~ NETTING STAPLED IN PLACE I ' ~ Q~ I 2 ' i~ I N ~v~L
~ I ~ ~ ~ A IN CENTER OF DITCHLINE ~ ~ i ~ ~ ; - 42 + ~ ~ ~ ~ ~ r
1' ~ x ~ _ 1 ~ ~ ~ ~ SEE DETAIL I ~ DITCHLINE S
~ r \ i I i~ (,J ~ ~Q ~
: ~ I ~ ~ P1ER POINTE DRIVE PUBLIC 50 R W l ~ - r. 1 ~ ~ ~L ~ ~ R(W II
~ / ~ ~ STF STRAW MULCH WITH NYLON \
i ~ ~ NET i r ~ I I ti, i , II i ~ l NETTING STAPLED IN PLACE IN CENTER OF DITCHUNE I +
~ -SEE DETAIL ii ~ ~
~ i i I \ I I
,`v % I i ~ ~r~.
~ x ~ ~ ~ a ~ i I I~
i ~ i ~ v' ~f ~ i ~ ~ ~ i ~ i~ i~ t \ / I ~ I i
, i _ ~ , ~ /
1 ~ J I - - _ ~ ~1v - _ ~ v F_= ~ ~ - -
~ l ~ ~ ~ ~ ~ ; ~ ~ 1 ~ ~ ~ i I
n i ~ ~ A~ ! \ ~ \ ~ ~ \
1 = 40 ~ 1 ~ ~ v ~ ~ I, I, ~ \
~ ~ ~ V ~ ~ / li j I
~ ~~i ~ ~ ~ ~ ~ ~ I A
~ ~ I i~ I i
~ ~ ~ i ~ ~ v ~ i i
i ~ ~ l`~ v /
~ I I ~ v~ f A, / ~ 'r I,
~ I o
~ w 455
- ~ . n
o ~
N _ + t -
A ~ - -
1- _ - _ ~ J 4
~ O
- .
- _ - Or_ ~ ~ of
~ '1~ 0. i0..._
n ~ ~ - a ~ ~
. so
i _ _ - - li _ _
_-_J.,.-_-_.__-___-_-
- --.~r._ t°?~ L= 2.25
-~30j(3:35~- L 98 ~ -
- - t t 02' LF~~--- 36' - - - - _ _ t~x . N - 18 AC,P. ®5.OR

INV. OUT 442.4 - , - - GG,,,

- - - - c-
\ ~ _
c0
- _
_ 435_
~ - - _ - - _ - - - - - - - - _ _ _ - ---.r---\ ~ ~ --.r---~ - - - - - - -
~ ~
--y__ _ - _ -
~ ~ 6 ~ (30}(9,92
430 ~ . _ _
N L/2 . 149,
- -
- -
\ ro _ -
e ~ _
- ~ ~ o
N NN 4~~. \ O~J ~ _ _ - d
N I~
~ r.,,~`~
4 - - +1.
~
_ _ _ 4c0 l;
,
- - T -
iNV. IN 42(}.9 - _ -
INV OUT 417.. - _ ~
4~~i
~,j+p,~ %±00 3+00 4+10 5+00 E±00
E±00 '+~~~0 8±00 9+1~0 13+!''c
No. RE SIO NS DATE DRAWN BY: T.A.S.
SITE TECHNOLOGIES, INC. Falls Meadow DESIGNED BY: T.A.S. Pier Pointe rive (Public Road)
. ' ¢ . Land Planning & Landscape Architecture Brassfre/d Township, Granville County, North Caroli P.O.Box 1612 Oxford, NC 27565 h Carolina SHEET'
DATE: 4/29/03 Road Profile a. 0+00 to 9+27.16 OF: 6
919-693-2927 EMAIL: [e-mail] Owner: Joe! Panara 1059 Grayson Farm Road, Creedmoor, NC 27522 27522 [phone] HORIZONTAL; =14 SCALE: VERTICAL. 1 =4 JOB NUMBER: 0314

~I I
VIR. b -0' B'-Q' S j ~ 1 ~ I
i ?AVEMF!QT SH9Ul~[R i 000~_,y I
WIDTH wiD'fH i 0 0 0 0`~' oC0`' 0 0 0 0~0~',~
- ~I 3 WI. 0 0~ o~ o o~`
~W 0 0 0~0 0~` ~
~ u. Q 0 0 0~0 0 o`C~'' o 0~O ~ ~ SITE DESCRIPTION
- , ~ PICAL Gets C x; n 0 0 0 ~ 0 0 L~ i 7uF T~ c~ v T~ a - Tn~ Ra
0 0 0 n ( I SITE IS S~_EPLY ROLLING WI H .,LOPE_ CENERA~L~ N N~ % a NEE 0 0 0 0~ c`~ 0 ~0 0 n 0~-i~
/F? 2 MAN ~ ~ I 0 ~ Q ADJACENT PROPERTY Oo , o
i `~ONFACTED I I 0 0 0~ o a THE ADJACENT LAND USE IS LOW DENSITY RESIDENTIAL AND HG~RI~~U~. ORAL 0 ~ ~ a
I - ' ~ N EROSION AND SEDIMENT CONTROL PRACTICES: PLAN ED
i _ 1 5 -0' ~ 1. TEMPORARY GRAVEL CONSTRUCTION EXIT -PRACTICE 6.06
~ ~ O~ I r- I ENGTH TEMPORARY GRAVEL CONSTRUCTION EXIT WILL BE PLACED NT `HE 6EGINNING OF NEw DRNEWAY AT THE INTERSECTION WITH HwY. i58. - 2 TEMPORARY SEEDING -PRACTICE 6.10
--I' ~ _ 1 ~ 0, SURFACE STABILIZATION WILL BE ACCOMPLISHED BY SEEDING WITH APPROPRIATE ANNUAL COVER CROPS AND MULCH AS SPECIP~ED IN THE
j - -'i I ~ I j j i I I ACCOMPANYING NOTES FOR THE APPROPRIATE SEASON- I 3. PERMANENT SEEDING -PRACTICE 6.1 t
I- I- I- l i-~ -I 11-i --I I- I I-I - - --I- i ~ I I DEPTH d? PERMANENT STABILIZATION WILL BE ACCOMPLISHED 6Y SEEDIN; WITH KENTUCKY 31 TALL FESCUE AT A RATE OF SIGH' POUNDS~1,000 S.F LIME, FERTILIZE, AND MULCH PER TEMPORARY SEEDING DiRECT~~ONS.
_ I ' ' li--' i - j --i I j= I- - o~ ~ ~ a. RIPRAP ENERGY DISSAPATOR -PRACTICE 6.4i h
~ ~ j ~ ~ --I I 0 I i - - - ~ -I I- - - - i 0 0 0 0 0 0 o PLACE RIPRAP ENERGY DISSAPATOR AT THE DOWNSTREAM EV~ OF THE NEW CULVERT, S'~ZE ACCORDING TO THE DIMENSIONS CN PLAN. O O O O O O C~ r - p 5. TEMPORARY SEDIMENT TRAPS RACTICE 6,60
i - - ~ i , - i ' - i, i - i I , I - - - - - - - - i, i _ PLACE TEMPORARY SEDIMENT TRAPS AS SHOWN TO !NTER~~EF~ CONCENTRATED FLOWS AND SETTLE SEDlMEN7 FROM RuNOfF BEFORE BEWG
I - ~ i- _ c ~ - _ __1 ~ ~LTER ~ABRIC_ F~~LTER FABRIC RELEASED INTO NATURAL DRAINAGE SYSTEM. 6. TEMPORARY DIVERSION DITCHES -PRACTICE 6.20
PLACE A 8' WIDE NYLON NETTING OR OTHER EROSION CONTR~~_ BLANKET OvE~R CENTER OF T~~E DITCHLINES WDICATED ON PLAN AND SECURE
--ftOVV ~_lr cTA~~~~FS Al t WITH STAPLES. 7, TEMPORARY CHANNEL LINING
I 4' 0 1 PLACE A 8' WIDE NYLON NETTING ~CR OTHER EROS~~ON ~GNTGU~ BLANKET OVER CENTER r;F THE DITCtiI.INES INDICATED ON PLAN AND SECURE WITH STAPLES.
r y SEEDBED PREPARATION
I 1. Chisel compacted areos and spread tapscil 4 inches deep over adverse so,l conditions, If avd!oble
''~I i Y~ ~ 2. rip the entire area to 6 inches deep. 3. Remove all loose rock, roots, and other obstructions leaving swr~ce ~esonably smooth and ur~form.
;~i`!' , x j ~ 4. Apply agricultural lime, fertilizer, and Superphosphate umformlq crd mix with soli (see 'Delow`0.
5. Continue tillage until await-pulverized,firm, resonably uniform seedbed Is prepared a to 6 inches deep. 6. Seed on a freshly prepcred seedbed and cover seed sightly with seeding equipment or cult~paek after
Y ~f`"iN seeding. + . CARR. RIPRAP ~P ~i~ES 2 _ 7 Mulch Immed~o,e.y after seeding and anchar mulch wi,h osphC~t emuislen to,_k or by camping straw
''_'~D 2F BER"~ L 1 ~F SRILLW'AY mulch into surface of soil with a set or discs set straight.
1 Cj r r r i~ i I n ~~f ill 8- Inspect ail seeded areos and make ne~essary repairs o eseed~ngs w ,h~r Ire p ant;ng seaso ~ pass ~ e. ~v If stand should be o~~er 607 damaged, reestob!ish fo~lnw ~ a ~~-g. ~ . m f?rrTzer and sPe^inj rates.
w & Vow -~~lP tLtV. ~F STS P ELE'l. ~F STORMWATER - _ _ _ 9. Consult conservation inspector on ma,nterance treatment an; art;~zuii~r~ a~~e~ Fe~n,aaen~ c!,e, '~s established. - ~
ritwl ~r~[, qr'~ I i~ rl i 11 ~ FLOOD STORAGE BONE ~ Apply, Agricultural Limestone - 2 tons/acre (3 tons;'acr? in !r~ s~~~ls1 r r - _ - ~ - - - - - - - - - - ' % '9.f- Fertlrzer_ - t ,000 lbs.; acre - 10-16-10
_ ~ tF~~,i~~ ~ ~.~r - 7~r 'TnT r ~ ~ ~ Superphosphate - 500 lbs./acre - 207
q~, ~:-,~c _ ~ SEDi14t"JT STORP PE~R1-~ANENT ~HANti=~ LINER- _ _ - - - - ~E~114t~~i STORAGE LUi~~ i-v~AL BASIN .,A,A;;~TY) o ( /i Mulch - 2 tons/acre -smolt grain straw - - - - - - - - - - - - - - - - - ' ~ ~ ~ 'v+ _ ~ ~ Anchor - As halt Emulson - 300 al. acre
c ~ - - ~NOR?H A~iER~~~AN~ GREEN #~C~5~ i 5' ? C „5' h~AX. SLDIMENT DEPTH ,I
TO BE HELD iN P~_A.CE W~T!, ~ / I ~ E ~ L N ~ H 8~
~~E SC ~ ,AND trDBE~ S?APLES AT EC" CENSERS ~~SROSS I~ - MIN.
_ SES~~ti ~~'u. HHNNE~ ANu 2~ CENSERS DJ'NN ~ h"a~r;bii~~ i.E'vEL OF SEDMEN? COLLE ~ ~ ~~J~ HF'P~I.r~~~ ~ 1~ 1~,4 ~EN~ H '~l~ CHHNNtL. ~5 wASHE~ SEEDING SCHEDULE SEDIMEN? COLLECTED 5?ONE
- ~ - ~ ~_~EH^~ WHEN ?HIS LEVEL IS REA~HE~~ r"c_~ ~_!1t_h ~N~' SEr_; ~3EF'~H~ NIDTH as RtG~~R[o oN ~~aN =VEL IS REACHER ~ ~ SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3ij RIPRAP
- - ~ '~`~~~~4. - p~ T T,' i Aa 15 - Nov t Toll fesa~e 300 IbsLacre
- i TI~IV ThRJ ~ASI , ThR~J ~A~IiIV F~~ I - '~~r N ~ 1 -Mar 1 Toll fescue 30G Ibs 'acre & AbruZti rye
i ' CR~~ c Ail': _ rl" ~';ARY ( ~ 'Y R! "P ~ - ~ ~ > >S~C ~~R ~_t _ ~R rCAR~4 ~PR~ ~i~~., ~ri~~WAY 'I~~WAY hoar t -Apr 15 Tall fescue 300 Ibs jacre
GE~'~IANEN ~N AS RHO R~_ i i i Apr 15 -Jun ,0 Hulled Common Burmudagrass 25 lbs./acre ~ Jul 1 -Aug 15 Tall fescue and X25 !bs.;'acre
c P~ i ~ I ~ G NIN. ~ ~ ""Brar~ntap M~liet 35 lbs./acre I 7, "*or Sorghum-Sudan Hybrids 30 lbs./acre
~ ~ - - - I ~ I F(
i ~ -i~ - I j ~ y ~ 1 ~ SLOPES (3:1 - 2.') i I `
- i nC ~ - I-1 ~ ~I - i ' ~ S~ Mar -Jun 1 Sericea Lespedezo (scorifiea! sr ios.~ acre
_ ~ I _ _ - - PIT r i' fMar 1 - Apr 15) Add tau fescue '2G 'bs i acre
hN„ V~Y - rt-_: J :~~i'_I~ ~i{I- ~ ~pT - _ iI~-Ii' -I ' I-~ _ _ _ ~ ~ = i MIN. - j ~ - - - I=1 ~ I- j-I I -1 ~ i-' F , 1 Mar 1 -Jun 30) Or add weeping Lovegrass '0 '~bs_jocre A,
=111=ui= il~_~!i ~ ill I -i~ - 1=il~-~~=~i~ ~I ~1 RIP i t-I ~ i-i l i_I ' I=~ ~ ~ ,l i t ! I l j-' i l'~ ~-III=III-III-I I.-111- L~1 R~PPAr' iy o 0 13 (Mort -Jun 1j Or add Hulled Commo^ Burm~dag~ass 25 lbs./acre ~ Jcn 1 -Sep 1 '+•Tall fescue and 12G ~bs.~acre
-1 i t=1 I I=~ I I-i I I=' 1 ~-1 ! I-~ ~ ~ I=1 I I=1 I'-I I i'~ I-1 I l-~ I I-! I I-~ I ~ ~ #S 'wASNEC~ STGNE ~•+Browntop Millet 35 lbs./acre / "'xor Sorghum-Sudan Hybrids 30 lbs./acre
. ~'~~i I- ~ _ - --1~- ~i-,~ i-i 1i=.1 ~ -ail ~ ~ Sep 1 - Mor ! Sericea lespedeza (unhulled, unscarifedl 120 Ibs,/acre
a L i i Ili-~~ I~ ~i_ I ~ ~ ~ ~ ~ I__~ =1 - - ~I~= - ~ -~I_-I ~ ~ Fi TAR & Toll fescue 120 Ibs. j acre ~ PERSPECTIVE VIEW eNav , -Mar ,o Add Abruzzi rye 25 Ibs,ra~re
~I - - - - - - - ~ - RM AN , - - - - , BE D ~ - _ - - - r~- i - - l; I - - - i l- , I--. I . - - - - FiLT~R Consult Conserua6an engineer or so~'~ Cc~se-:ac° ~e•, ~:e ^t^~m~±er .c^--_er~'°g over aster^atwes
_ _ _ _ _ _ - - - - - ~ - - , _ - - - 1 CT - - - - 1 4 i RA ~ 800 l ~ ~ ~ ~,E'~~ ~ 0 ~E - - - - - - - , - - - - - T a ,I C ~ C ~ C for ve elation of denudea crews she eo:.e .egetar~a^ ~cts ~ ~se „.-c^ c~ we'' ,r~der is:a~ ~cndi':ors, after ORATE 1,800 1,J81~ FEET PER DiSTI,RB G A RE g
_ r I seeding rate aambination5 ere poss~b:e
!I. ~~~1t~, wJL UV~~K~rJN ~ux _ADE~~ k',;tiC E DI`J~R`~Jtir DITCHES OR BERM AS ~JECESSA~RY T!? INSURE ALL ~~.'I~rE~'VT r~• Temporary -Reseed according +.a optl~r+„T seesa~ aes~_° oerme^er`r :egetat~o~ .,c nat ~'~on temporary R ~r '~IRF~r~D 'IN':C, TEM ~FUIt41ENl 'd~~~ti~ cover to grew ever '2 ~nches ~n height cefore mo-+~ry, ..^e~xse esc~e ~moq ee s~~aaed ~ _ v _ ~

- ~ . ~ k x
r~ ,r. ~~v1F~rchK`!
v~ N'~iR i ahgENi' q~Nj ':~Rt~ ^r Sr ~
ppr , ~ - F ` , ^ n, / C ~c .~_hivrA._ ~t~ ~UJ.~ JV~V
'R~~"~ ti+~ HE'_D rL~ _ E
I
- _ _
E'.~IS'',NG rn';,Fib4AY
J ~'J~
_ --J~Y.~--_..-_~~_____._ _ I~ r_.
l C
~P S„
I e~
' ~ -0~ A~+NX SGAL'Nv 0.,, I ~ ___~G ~Pi~H ~ D~ WAY---- Q~
f~IN. 12- ;~2 vA. I i'_-~~~. i 7
iNTERME"`IATE WIRES - ~ I ~z ~ ~ z i -T ,--rr~ - , - 1 r 1 zf ~ ~ Q -
_ ( ~i t ~ao~ _ I -
-+1 3 1 - _ M1RIF1 'a0 F.46R~C ~ ~ - - vi ' ~ I ~ULliEIk - ~ ~a I 'I ~ I ~ULliEIk 'RN v L'vlA
E~ukL a - s I i I i I
- 1 ~ ~ j I ~ ! ~ 7 L17PE i I EXIS ~ S
z _ j d' o ~ - IL 0 ~Ar 4 I ~ ~
- G„GRii cNA', ~ G 1v~N'fv"UM JVIn-- . „ .~_o~ ~r l' T _ _ ~ o
_ ~ ~ B~ ~ v q~~N ~,r E, LINE vV~G~S 'Wj7H' cTAI cG4~'G~:- ~ ` ~ s 3 r Gt ~C~MPACTEO SvEGRAC3E ~ - _ ~V 6~ ~ H~:C.K LAYEf~ ~F o ttJ" _ z" ,.rqR~ AG~~n~ ;ATE-' ~ 2„ Sr 9.5A ~E ~ ~
I~~G~~c; ~aER''~ IGR Et~A jHAi. r3E A I~'~ M,:M 3~ ~ ' ~ SURFACE COURSE'.
w C -AND SHA' 9E _ ~_D CR NRED T ~~CE ` dE' ?AVE'~4ENT CR ASS SLOPE. 4"/FT f
_~r ~ rOS ~ ~~a.~ F _ ~,E,;, AN:; ~rA~~'. ,~r SI.Oi, SrOULDER ~R 5S SLOPE.
~~E ~tL~-FASTENER ANG'_E STE~ ?YFF. ~S° C..A B.C. ON COMPAC'ED
hLL'= ~uS?c SHAW.. 6E 6'- ~N dE• ~ ANG ~ ~d _ FABR~~C SN~ALL RE ~Aj ~N~D vbJOG PASTS - SUBGRADE
HESS ?HAN d9 w1RE SrAP'~ES 1-~~,~~ LONG.
r ~_"'~~~NS SrC;~D 3E !~Ih~ r,FT_,R EACH RaiNFA,.~. _
^os~~~ MusT eE ~E~~~~,~:Er. W~~~N rHE" a~AcN 'i1; ~-.~;rH- ~F. FE'v~~E E J E
NO '?E'?!SlpNS DATE oaco^c DRAWN BY: TAS.
SITE TECHNOLOGIES, INC. SHEET: 6
Falls Meadow DESIGNED BY: T.A.S. Erosion Control Details
,09 Land Planning & Landscape Architecture Brassfie/d Township, Granville County, North Carotin P.O.Box 1612 Oxford, NC 27565 Owner: Joel Panara i Carolina
DATE, 4/29/03 OF: 6
919-693-2927 EMAIL: [e-mail] 1059 Grayson Farm Road, Creedmoor, NC 27522
27522 [phone] SCALE: AS NOTED JOB NUMBER: 0314