19960722 Ver 1_Site Plan_19990720

~-~..

<0
::r::
en
'w
....J

,~

rn
m
m
orl
(T)
(T)
cYi
"'f
LD
orl
CD
o
.-t
:::J
---:>
ll)
:::J
I-

Q)
s:
u
U
L
lfJ
CD
m
D
u
ro
/'
c
o
,rl
....,
ro
u
o
.-t
ll)
L
E
m
OJ
L
....,
lfJ
/'
(T)
orl
o
CD
m
u
u
~
,/

,,~~ .~.,

APEX McCULLERS
ROAD
S.R. 1010

VICINITY MAP
N.T.S

r1l1 .--.,-...."

- - GOLF COMMUNITY

-,- ---

CONSTRUCTION PlAN

RE'llSED
JUNE ~~9t 1999

OWNER/ APPLICANT

D COMMUNI1Y DEVELOPMENT
448 VIKING DRIVE, SUITE 225
VIRGINIA BEACH, VA 23452

o
<(
~ <D LAKE BENSON
wO
,,0
<(....
t- .
(/)~
ovi
...J
o

SITE

PROJECT NO. ACD-98010 .

DRAWINGUST

P-l EXISTING CONDmONS
P-2 PROPOSED STREAM RELOCATION
D-l EROSION CONTROL DETAILS

THE JOHN R. McADAMS
COMPANY, INC.

PR\NT DATE
JUL 20 1999

ENGINEERS/PLANNERS/SURVEYORS

RESEARCH TRIANGLE PARK, NC
P.O. BOX 14005 ZIP 27709-4005
[phone]
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION

John R. McACIams vOll1pany

~

----

/

~
~

~I \
/

/'
/
I
I
""
\
\
\
,

I
I
/

/
\
"'----

\.-......
~
~ '------ J
~

I

------

--

\
\
""
""
~
/
/
/
/
(
\

I
!

~

--

-------

~
~

\
\

'------

~

--

--...

~
~

'-

~

--
----- --------
-------

-----

~
~
"-
~
"'"
~

\
\
\

---...
\------ \

\
\
\
~
~
~
~ J~
~ -------- \
'-- -

J?
cv

""

250

\
\

---

--------

u_._~- _____

/'"
,/"

~/

_/'

~,- 250 ~

,---- --------

---

-----"" .---------
\

A,j
v-,
C)

~

- --------

'-

...............

\

--, 4
"',
"
....1 \
'f.,
/ -'--...

1 '-_
__ _____ "--- J '...,
---- ,j,
~!
1'-.
!
i
I
_----- I

----r____
I ---~
I ~,
1
1
J
j
I
j
J
j
-----t_
- j -
j

'------

-........,

r- - - --.....
"--.
"

-----
~~~
'"
)

"'....

~ ~...... -........~ ~
~ '~. '........., ...............
----- .,~ '~ ...............
............... -........" ". ~
~ .''''-- ...............

~,
.....,....
..../
.........
( "'....."'"
..,"',,<'"
.....""/
.-.v'''''''/
/..... '--
-,""

'.....

-----

...............---------

----

----

~
~

-----

''''--,

-----

,
'..,
'-
-,
....,
'-
'-

~, ...............
~ "-........'....... Q ...............
_____......' s:C, ...............
----- .

,
,
//
I
/
............... /
'!--.........
/ ~
----- ----- / ............
/ ----- ----- ~ ~
I ----- ..............
/ -----
/' ...............
I ...............

..........
//~,...
....'"

----

-----

I
I
\
\

/
~/

""

---

-----

/
I
I
"'.
'\
""
""

-----

" -'~

-----

<~
Z -~* )-{~=t- --
\,,~/ i /
\...................'

------

? -0..
l '('~
) / 1---
-' z::: '--'1
-- ~J

----

'-.....
~

--;. ,
<(' -":..7---
') <. -1""
, ' ) f'
'-../ ' i
\_____./ I
f

/' ------
, ~ ---..

O~
2

r _

-~

--...

-

----

-'---:>

//

......

~

)

I
I
1
---~
- 1........
i "
J

I
i
E
-i--
............... -------- I

~

~

\/-----.._-~---

/

'---

"
!
i
i
i
!
---- "
---/
I ~

"\
/

\
\
\
\

---- -----

,
\

'- - ----

---

~
,/'
,/'
/
/

---

,/'

--

~---=--== - ~ ~ -- - --.::-:: -~- ~------ --- ............

~

-----

-^"'--

--.

-

~

-

-- -- -----

---

-

---

---

"-- ~

-

...............

',~,.

O~G

----,

"-

--- ------.....

/
/

---

"
'....

---

------..

)
l
'\
\
J

,.-- --- "" '--- \ J J '---.... --. -..... --- --- --- ------..",:-

" /iJ ,,:---/j\ - - - - ~ ~-- I~/"- '-,- ~ ~
'-r/ y/ , ------.. ___ . -...... --... I
i-'- //\ I --- ~--!/-
--- .---........
~ --- 't - /1 ("""\ ............... /
"--... - ------.!:--L ) /~ ~ I
\" f ~ /~'" ----I
'--- I >-\ z'~. \~7- ___ /' ~
...._........--- ~ ---. _ _____ / "'. ,,/1 (~~\ \~
>__\....:~:-~Qg:l _j \\ _ _ _ _ I/~ '" L~_ <:<~/ \ ~~
\ \ ~ /.............. ,,-.......\
\ \ ---- -\- - --- ~~ l "'" ~ \
'-- ~ \ / '''',~" '"
I /1' ~ \ //'" "'~, \ \
-- ~'~ / 5:;; - - '\-- - - \/ '~ \
~ ~. L) \\ /\ ~"- \ \
- \ / '\. '''-, \
~ -/ ~ _____ _ --- "---- \\ II \.-...... ____ '\ ~'o\."-" \
\ '---- ~\/ /"1 (~, ~ \ "'\""-'
\ / ~---...-L, "') /~i /) \
/ ' ----- ------- ---------.. I '~/ '<~tt

I ~~

\ //"',--""-",,,/' / / / /}

C:t)z
c;,O~
o ~~ ~
~ S~ ~
~ ~~ ~
~ ~~
~ ~~
~

~
"'.
'"
"'................, \ \
"""'\, , - \ \
'" ~"
\ \ \......... , '\1-. .
~ ) 1;/\'
J ,/\
)/. \
\ ,/ \
\/ (

"-

------ -------- ----

, ,~
, r--
/V" ~', ..\
--- \~-~--,

(/ '.....,

~-
'-~

;
,

"-

~
'"

"'..
,
,
"

/
'" ~ ---.... ~-,~ '\ - ~
/"' - ""~ \ ~
'~....

\
\ "~-\, \

, ......

\ \ "\
I I ;(
\/ \
I \
\ \ \
'\ ~ ~ ,/ /i
\ \ ~,/\ "
\ '\ /^ \<
I ,'-.....
'\./ ---

.....,

~
~,

---

\

"'"
'~. ~
~,,~ '. ~ \... .-/'
~ ~ ------ ----

~ --

".~"""~-
,.....- - "-.. " --...
~~, ~ '''-.. - -.... '::---..
---
t

',,---~

\
~
\
\

0<; ~ .....~ '.'.... '. ",
''''''''.....,
'"
"

<0
~
(J)
'w
.-J

,

~
~
\

~...... """ "-"..

"'\.
~
~
~
')

I
/

'<C

.............""'-....."."""
-.~
---
--
--
--
-,

i
I
I

m
m
m
~

/
,/
--- /--.
...-
/
/
....
/

I
\
\

\
\
"'"'' \
..;> "'......~~~

--

')
(
)

I'
/ )

~~
n/ /
( ----'

~
0J
Lri
~

\
\/

OC;0

/
/
/
,/
....
f

CD
~

//

-~-

/
/

lO
C)

i \

r-1
:::J
-:J

Q)
:::J
r-

.....- ..

01
:i<
=

PRINT DATE
JUL 20 1999

Q)
L
(fJ
CD
m
D
u
co
........
c
o
,rl
+-'
ro
u
o
r-1
Q)
L

John H. lVlcAoQIII;;i vUllIl.Ii;lny

GRAPHIC SCALE
40 0 20 40
r--........~ I I

1 inch = 40 ft,

E
co
Q)
L
+-'
(fJ
.....-
m
~
C)
CIJ
m
o
u
<r

80
I

/

D
,L
c'l
Q)
c-<

Ul
(T)
Ol

(\j
"T

'T

Q

c.:~
(\j

~
":J

'2.1
:::J
~-

U
l~J

U)
C)")
:.:J
U
;U
/~

,..--,
'D

ro
Q.)

.--'
'JJ
,/
Pl

CJ
r'r:J
en
u
u
"-L
/'

--
--
fj---. --
""~, ",
r ,,;;.-._....--.,
----- /
";~ "'" / ---... ....-'
-'0,< ~/ __
/ - 'J=::- ""
--- / ,!-~"<~--::' ""'-<
----...-- ~ /4:,/':,")~,~-~'"
/? .v-'/[ /" 'I /,/ \',
./ '4 V 1<" ,
~:/: " ,,// //,,?;,,",,:;J ,.........~ '\ '-', /
/ _~ ~:/ '~ ~ v I'
I /,/ "/ ./ ';'--.., ,
~,/ , \, '
,/ ,'/ /, ./ \ "....,~'"---~
/ /./ c'-><'''' ./'" ./",,,, \ ."'.c,......,~ l"\.'" ~
/ 1//></'" '\" "'-. \ \"',> ",
J: /<,/ TIE ~ OF PROPOSED STREAM ~~ -----~" \,\,
/ //'/>/ TO E:XISTlNG STREAM ~ "'""'" --- ~ " \
~/// . / (MATCH EXISTING STREAMBED """<---' ~ \ '\ \
/ /:/ /:::~/ ELEVATION)"", '\ '\ \\
///' '-0 \ \
//,<~~<::;>/ '''"'\\ \ ~ "'--..."
/, ,,' '\~\ '
~/,/ ",.r:.-,'- x.,.,,\ .....,

-'---:;;"~

.......

Note.: Avt('a3 e

'81A.c c, ("

:: 75 t t.
""

w ~cl t h

I
\
~

(5
+
IV)

/'
/
I
I
"'"
\
\
\
\

I
/
/
/
/
/
I
/
I
I
/
/

,/

I

"-

(
I
I

----

---

\
\
"'"
'"
~
//'
/
/
/
(
\
J
"- /
""/
/\
/
/
/
/ \
/ \
/
/ \..-
/
/
I
/
1/
/
I
/

-----

~

I
/

~

"-

...............

'0

--
-- --
..-:: --: ...or.....,p--.osro:..... AM
ltlI~sJReA'~ T
,EXISl1 ~
_./....._' \"" ' \ \ \ (MATCH EXI G STREAMBED
//...../ "'-',- ~\\ " \ ",,~L~~~N)
/// "{ \ ~\\" "/2~\
" ~ ~ ~ ~ I ""'" "~~~~ ~ / ~~~,

~ / "',- , ~~" ~ -- / ,dr-'\ \ ,\ \",....,'........., .,..,"-...
f '--- ",- ~ -.......~, \ .........,'. ..............,,'.........
"
"', ......................
_', 'f..' f "........ '" ". "'--, ........,........
~ ! "-."",-' ,- -" ~~ -....., "-"--
-.;,,~::::---- I'..............,~~I!:: ,~~ ~ ----, . .......,~,....... ............~--.'m_.
, ~I V IJ'~' ___ ....." _....... _____.-" "-. " -' :::=--"'-::---- _____
...., , I..U . . -~ -- "'.- ----.....:::: "---.
"'/ '--. ''':'......., ; _____ .-----..~ ==--- --..........' "", _...... . ' /" ~"r- ~
f, " .....,"., -":;'-'.' ............... . "'-,,,...,~.~ ~---....., .......,.
/ "'-......... ~..,.,..""", "'''-,......" , /,....."~......--........" / / "~-~ '-.....:::'
~ / '-- -->~" "- '''.-.......~ / \ ~",' '--...."-- /::- --- -- _/"::',,~ ~
, / " ..... -"-"" -....... ,-,'I"," ~~ .,~, - --- _-- \\.,~~
~ 7 -....... _____ ~.~' '\/., '~~ ~__ --:;:::. --' \"""-.",, \ ...............,---"'.....<,

,,/"---- / ~ ",-' '-- ~/'--~ ,,-,,"-... ~ \." "\~:"'-~><~ / --""-- ". ~"- -- ,
- ...........," ~ . ~ ~-
I J --- -..." "'- '''_... , .' I . ............- "--~~"" .................. ----.. "
/ ~ '\. """-........ .-,V - .............-
_ 1.( '>7' /"-, '\. / -........... \'-- .....''''-'-- /"" ''''-/.....,., '''''''-.., . . ~ / .....-- ~ - ,."'. '.......
~ I ~i[ / \ . ~ / ~, ~ '--,,<.; J "'~"-..., ------...... ""~-::::::-

-----. -~ '-j ~ ----'-I \ \ )-r'" ~, '~-_ "'-. \ I '----,\" ~
'--- ............... _____ -t- - - --- I / ~" "" \ (" ' /'~.......... '" .'~r.........':- \ ~

! I i ......."'-...",, ' ~-'> ' '" " ......"
,......-__-- ___~) "-- I....... '--',,,_ /, ,/---.::::........,. "- I "-..J "-
'-~'- --- / -'~ ---;c~ -'j <-..........:.-;..> "''''.J\ ,/',,- ~

'- - _--=, __ -.:2 _-==- ~ _ _ -=-'---~:j~:: " ~ ~'<:/-r: --- '\J,---) ,-y---, :'\\ \'" " -~-'I.l~~~,,"- <:~ )

-.----=- - --- ___ - - --- - --' '--- -.----~ ~ "'-. / . ~ . \ )/\/ ';': \ -'7 / -. <:~:.., "'''' -~".....

~ ~~--- --- - - -== -----~ --- ___ ~-~ ~'" \ ;::-~ ~'! \ \.~ \\~) ,I /1 ->"" ~~~,

__ _~m. VCG~'~---......."~~ -........... - ~ '_"_... "', ""- / "'''';f,t", ,,\ ,/ ._--., '--/__,...., '''''-'.........,''_..... -...........,..

---- -.... '--.. j "---.~'" -'- ~""'-"-..._-- ~-.............. ............. ----- '" '..::::- ~;'< -----....."". \ \ \"; ,,~"'''''''' / - ...............,....... ') -, ,
----~ -'-.., -- "..~ /'"'' \ '" / /"';' -".,. ~-I ______ -', '-......., /"'........,

-;- ----- ~ '-../ \ J 1 '----- -"-..., ......'--, ----- ----- ______ '" '- -r---...... ....... ,...~ (~/ \ \ i'''~\ /;~ \,~) \ ~; L-;)- ;"".,,1/ "'--. ..,'....,'--,'......... ......."~..........,,
"- /'" ) , r 1\ - - - ------ ------- ',..,.,>-... "- ....... '-- "" ~., \ \'..",l""" '---'" -- \",......i ~ . '! / .....,-...,
//1 7 ----...... (, ~ ;~, / I '
q. ~? ~/"""""""I< " ------.. __ _ _ _ __'----- ___....... ~,",'I' ,;/,..: "'---, "- \ ...~ / \.........,',.. ;/ J /....'-- '--'....- ....,'--
"f- " - ~ -7 ~ "'-- \ I"~, I \ /\.,------ " i -, --- ---- /, ' "
----...... "---- \ 1 ............... / --.......... <:::::.~..>'--. ~ "'"' "\..... '-- \ \ ''--<,,--,,~ . // \ \',,,............,,,,, ~ /Z-........ ~} <; l~~' 1/ ;'
"_... "'"' '.... ..\~ ...... / '\ '............../ ( ) I /...............
~ I : - ~ Jr--:2F: '--- ~/ " " ----''''' \ \ \~- - '\1--. " //\ "'\"-,.,,,,,) /~<~\) ',....,- // // '-.......
~ "'--....... ~__/__~>< Z v~ __ ,/ ----...... "1 / '/ ..~ \ I
\ - 1""17 - - ------.... /f ~ /1 /~-,\ \ _ \\ '\) ,I '\ "//\'..... '-- '-- \ \ .." \ ........,..... / \\ // II /
~~~.--.o.\60 7 \\ - - _ /~ "-.... ':-t // :"',,,,' \ I ,t" ",/ Y / I I
'\ '--- _ \, "i,," "'-. --- 0 i )J) ,IX / \ \"\) \ \ \ ,/ / ,/
\/ '--- '" ",'\ /f'--.,.::---. " "'-. '\ \ //1 \ Y \ /) / I >: \ \ \ '" / j //
____ '" ,:1 "") D _ _ \\- _ '\ / ---". \ \ ') i \ f \ ci> \ / \ \ I ! "-/ / /
"-'. .:s. -9 '\ /\~\:---,\, \\ \\ IX j~\1 C~~,-. \ ~ I \ ")\----,' J. ,/ / I-
, -/ ~ -....... -- __ \ / "-...... \'\,"-., ,/ / 1\ \ ..,,'\ \ \"',,( / II/,"" "-
" \ / .... \ '\ (\ I I "', ,\ ,// \ /";' 1
" -:..,~'\ \., / ,I' ___ \ \ "'""". ", /,,/ / ' \ E
-------- _~' 1 ..... " )' I 1\ "....,'-" '\ "k/<'" ~./ / :,'
",;' __ >'''l /......., " ' \ \/_,,..~ ~ ,I -=~ I
/ - '--- ___ ,: T d:::) '7- /) \(// \ ii'\' \ \ \"\ \ ''--'''''/ ,< J'"~J'I,
/"~ / // -" /) ,// ~/ /' ( I \ , \ \ '\ //,~.'~>/\:;/
,f "-.,"-.,~ / " i \ / \ "'::> y/ / " ~
//1 ~. II .--/ / ',,><( i / // j J) /\ ) \ \''--.) \ /// /< ~
~--",J _ v} U~/""'o" / ,..- / "'''''<0".. .J! ,1'/ / J ,I(, \ \ \ \ \ ' / ' " "-
,,':j~\, l.......--J \ /" f/ I /"- """"-'..L~ ,..J /// / /1 / .I ~"'-- \,/ '// -- ...;/" ....... -- -----.
__I I', I .. i /f >,..".,}..... \ \ / Y r'/ /
"" 1/\ \ .::i '~!7 ~ -"'1/ I )// ~"~ \ \ .,.~. < /\ \ \
""/ f i I ,c:/ '''j );( /\ /,1 \ ~'.. \ \ f '----

/

-...........

...............

,/

"'''..............~,

PROPOSED
RIPARIAN BUFFER
PLANTING UMITS

---

j
f
I
~
J -----
/
f
f -",--
-.1---
I
!
!
j
I
i
I

o~
2

----..

-.......

~~~
I I U
j <::./ f
~- ,----/

7~
-e Z~* ~//~-,
1...._) I /
\,---,/

I

--
'~

---

------

\---

:3'- 4' 'P\4r\+ ~.,L,+-

'''.
--............ -...........
/ --"",,-
<"'~ // --

\---.J''--)
\..J

r _

-.......

i
r-

~

------

/- "----.
----

-

'/ ----...............
~'------~-/...__o__ H'__ ~ L
. --- "-
\ " -~
-.i.... ,/ /'- ~ -'--",
----......~ '\. ............,......
/ ~-\-~---'__H".. --'-..,,,,

---- \ G~:-------
'"
'"

~-'''''-......~~--

............"".........-..........""""'''"'

- ~......---.......
~~.............
-"-

---'---....

/'

/'

/
,/

'C

\
~

Os;:

/
/

--

}
C

"-

"
'--
"
'--,
',--

-- ---.......---

~'''''''- '-...........-
"........ ", ~
."-...,"_..., A'--'--.... \
',................< ...................

'~, --- ",\'" '..- '"
'-,,_ "- 1"
'....... .,,~ ........'"",,~.

'--'--.......,....... '" ',--
'......,............~...... \. "'<""",~ ....., .....

-.......,.... ""'-....,~~~...........-

'--'---'''''~ .r ~............ '~~,-,,~ r-

"" "",'..... ""............
-........... ',~. ""~'"",,~.........,..
'......... "" ~" -..-.--
--'..........." ".........,., --........._.....,~
'" " ,~'.......,'- "......- - '~'-
....,...." ~<,<, ~....""
'''' \..... .......'-- ~
"""'" ----- ~ "..,,,...""

'-, '-- '-- '-- '--'.......",,"'-, -"",.

OS ~ "", " "-
'--....

'--"
'--,

\

\
I
/PROPOSED
/ OF BANK
~

'----,

\
\
\

"-

/
!

-

~

'>
(
)
(
)

-----

01
~.
"C:J

I
J
I
!
1
I
/I~
// \

./

\
\
\

~
\
~

\
"---....

:DC)
.q;,

,--
, --

o~0

';
/
\

----

\
""
'\

"-.......

l

-
c.::J
,--1
".J
'0
:..J
CJ

\
"'\
'\
'\

......---

------

~

1

}

..J

\
~OTE: ALL EXISTING TREES
THIN 100 FEET OF STAKED
CANNEL CENTERLINE ARE TO
REMAIN UNHARMED.
\
/
NOJE: GRADE TO PROVIDE
PQSIl1VE DRAINAGE TO SILT
F;€NCE GRAVEL OUTLETS. AT
/ALL OTHER AREAS, FOLLOW
/ CROSS-SEC110N DIMENSIONS.
l
j
I
!

CONSTRUCTION SEQUENCE:
1. MAINTAIN EXISTING EROSION CONTROL MEASURES AROUND EXISTING
STREAM.
2. CLEAR AREA NECESSARY FOR INSTALLATION OF RELOCATED CHANNEL
3. EXCAVATE PROPOSED RELOCATED CHANNEL, LEAVING MINIMUM 15'
EARTHEN PLUGS ON EACH ENDS TO PREVENT CONNECTION TO UVE
STREAM SYSTEM.
4. OBTAIN NECESSARY PERMITS.
5. SEED ENTIRE STREAM CROSS-SECTION ACCORDING TO SEEDING
SCHEDULE AND INSTALL EROSION CONTROL MATTING PER
MANUFACTURER'S SPECIFICATIONS ALONG ENTIRE LENGTH OF EXCAVATED
CHANNEL
6. INSTALL TREE ROOT/BOULDER BANK REVETMENT, CHANNEL
CONSTRICTORS AND DOUBLE WING DEFLECTORS IN LOCATIONS SHOWN.
7. INSTALL BANK STABILIZATION PLANTINGS, SILT FENCE AND SILT FENCE
GRAVEL OUTLETS.
8. UPON APPROVAL OF WAKE COUNTY EROSION CONTROL OFFICER,
REMOVE EARTHEN PLUGS AT ENDS OF RELOCATED STREAM.
9. DIVERT FLOWING WATER FROM EXISTING STREAM CHANNEL INTO
RELOCATED STREAM CHANNEL
10. FILL EXISTING CHANNEL
11. UPON STABIUZATION OF PROPOSED RIPARIAN AREAS AND APPROVAL
OF WAKE COUNTY EROSION CONTROL OFFICER, REMOVE SILT FENCE AND
SILT FENCE GRAVEL OUTLETS.

NOTE: EROSION CONTROL
MATTING SHALL BE NORTH
AMERICAN GREEN C125EN(OR
APPROVED EQUAL). MATTING IS
TO BE INSTALLED ON ENTIRE
CHANNEL CROSS-SECTION PLUS
5' MIN. BEYOND TOP OF BANK.

--- ---.......

\
\
\
\
""
'-----

"-

J----
\
\
\

/

~

-...........

,L"",.,
"~':---"
~,~:::......-...
"--"":::::
'...::::::.."-...
..........";-."
,::::......~y- ,~
....... ..::,
-...........,(................
\~',.,"-.........
........ -.
'I~~."
.'......."'..",',~...
-'-...:.'''''-...,.......

-"~:<-:::.,~~

">................. ..............,~ ........'<
l'''-... ......
,......,./~'0\...
\ T---{.:'........
'.J....../ '''-...,~'''-...
! '.,',
I .". ""'-
l ...........,,""~
l "......... .............
"- / '.............
.............../
/~
i

~

-----

--- -

---

-----

/

-

"-

...............

'-.....''-.....,

-...........

'",

...............

-...........

...............

,
,

\
\.

/'
/~/

-~\
%~

'~ /
-,-
...................................
/
/
/
"'PRINT DATE
JUL 20 1999

John R. McAdams (,iompany

GRAPHIC SCALE
40 0 20 40
~~ I I

1 inch = 40 ft.

t:tJz
~ O~
o ~~
~ g~
r:rJ ~ i
~ ~~
~ ~~
t.)

~
~

~
rn
~
g
o.c

80
I

P-2
IlI~cAbAM~

o
:;L
U'J
OJ
.--.

co

m
m
m
..--.

rrJ
0J
"'l'
ru
o
..--.

m
..--.

.--.
::J
-:>
c
o
z

CJ)
$:
TI

r--
Cl
UJ
OJ
m
Cl
U
<t:
,/
C
o
,.--t
+J
CO
U
o
.--.
OJ
'-
E
CO
OJ
'-
+-'
U'J
,/
rrJ
..--.
o .
CD
m
TI
U
<t:
,/

....J

,

f{~o1
CI()~s 1S 1l;p w 12.o-f

NCDOT
CJ~~s $ tz;p w flop .
" .. 8A.NK I : I
\ ., I '
~.\ _ ~ I,i

\.~,~ \, ",~~y ,. rl

~',_ .-.~ _.' __ "_ ___...J~AJlI,y to be
';:: -j =-=-_. -:: j~t'j"~/J ()#()oct.ed
fo " lit t "'/II ~ +h t r

,

) ~
VOf'iobl, (2;'-'1"
1

~
~
~
"

,
,
~
,

STREAM FLOW

Val"iQb/. (Z '. '1')\ ~ '

~ -1

STREAM FLOW

&----- ---
~
1350 ~4il '_I. ~_
~ J'~'- (~~

., -

M,'I);/YI u~ ItJ1
d,.~vne, fw ,:11"/

~ Mt4~. L,,~ d;~.
~ · 71

~ y~ ~\:\: 1&
1\ h... ~ 1 ~~~
-- ~
. .
\ " 10 J
, .
, Ai'
IVJ'~ .

~; ...,: 1m /;f "'"
of 10' i". b&l""k.

J) DL4 I:>le

~j D e-Plec.-iov-
No T +-0 cs;: 4: 00 j ~

~

,

.
.

..

<~ ~J'2S()
7~ ^. ~\
- --" , ~~ ~ ,,--
/ " -" "-
~ , , ,
/ / BANK ,

,

aANK

.

C~V\Yl~\ COf'l~+-lI"l'~f-OY
N,f to sCQ/e

PLAN VIEW

CROSS-SECTION View

~o:\
:'i '\
r\ I'~
~" .'
1 'J I . ,
; " ~;

\ J I~( i://'\
("'d{ I .~\
,! Vi/IA' ~ X1 i
~. {~'P~
,~ I
'. i ,~, '
'. ..
~ J

,i

" ...

,
.

"Roof wads Sha./I be
12 / I 0 hj ~ ; rt ,. *' (J ~ .

FC'()te.r I05~ shatl be
10'10l'lj W'i:Y'l;m(..f,M

l~\ '; .
, \\":\
/\, \11
: \\\'0/',
/' ~~~11 ~-,
~+~~ ?II)' ,
~ .2-
~ -1:

L.,,''': .., ,'" ,'?'I; " ,

".:.~A$~;~..
.' ~~~,a~~~~~

.'# ..'..' "
... .'. . -,..'
~1 ~~.
t ".'ie~
."". -w..

-~
-~\'

iif "
L .: W--;
r ..~..

,""

."'~ ' ,.' '-.
o-=~ ~ ,.., 01
~_"""IIL:-..""'~,
.. Root Wad ." """"-~
............ ~
.......... ""I.....
"""IlL: ~
~ .~. '.... ~.....~
. ~, .... '

,.

,,;p.,' ~-''';:' "
~..:, '.~~
" ,~t.:'...

,~
.~~ -

BankfuU Stage 1 ,
, "~~
-'- --.. ~~

J,;

~
,...

,

",

..

.,

:4' ,
FO*r 1.00 .'

Tree:- "'Roo+ /1So",lder 1$o.l"\k i2e vc..f"..,e""t-
JI.t tfl S'~"I&

-~

~~I/

2. ATTACH WIRE FENCE (HOG WIRE) TO THE
POSTS AND EXTEND THE BOTTOU 12" INTO
THE TRENCH.

\

j
1. EXCAVATE A 6"x6- lRENCH ALONG THE
LOCATION OF THE FENCE. DRIVE POSTS
18" INTO THE GROUND ON THE LOWER
SIDE OF THE lRENCH. ........
...:::1IA)( ,.'
, - ~ ./1717 ./ ~
~ ~ ~'7 /r"l h--:;/
/'~ ~ ~~~~~ 71~(
0'l~.// '.......~w::l~~ ~

\

\

-

\
~f'-

_.-7

~m-

-1

'lfft

3, ATTACH I THE ALTER FABRIC TO THE WIRE
FENCE WITH STAPLES AND EXTEND THE
BOTTOU 12" INTO THE TRENCH. USE A
SYNTHETIC AlTER FABRIC. (DO NOT USE
BURLAPI)

~

EXISTING TREE

4. BACKALL THE TRENCH AND coa.f>ACT THE
EXCAVATED SOIL TO SECURELY ANCHOR
THE BOrrow.

~

r-MAX, 10' pF, ~CING-I METAL "T" POST
l BETWEEN Svr PORTS I OR 2" X 4"

f88888888 888 88:Z: ~
< i ~ ~ ~ ... :0: S< S< 0 :: ~FENCING F AeRIC
S )0 )l )l -= (5 (5 8 =: ~ORANGE TENSAR GEOCRIO
~ ~ ~ ~ ;; 08 8 S< =): ~(SNOW FENCE) OR EQUAL
) .... ....... ..... 8 (:) :: ~ST APLE TO 2 X 4 POSTS
~): ;=; Q ;=; Q >: >: >: >=.. Q (=) ~ 4 )l >c ~OR TIE TO METAL -. POSTS
1, t u

:'Jr

~
71&
=lIf::? J~
. mif ~a~""/h
W1fl o~~ ~ Ph
-- r ~~

~4
~I

~~
'-r4~~

r1i

EXTENSION OF fABRIC AND WIRE
INTO THE TRENCH.

~ !L1r

I-1fW

SYNTHEllC
AlTER fABRIC__
BACKAll

:l.-
~ STEEl POST

"HOG WlRE-
(NOT CHICKEN WIRE)

NOTES:

1. PLACE CONTINUOUS RUN OF FENCE MATERIAL ON BOTH SIDES OF
IMMEDIATE WORK ZONE IN WOODED AREAS.
2. SET 2 X 4 POSTS OR -. POSTS 3' DEEP
WHERE NEEDED TO MAINTAIN MAXIMUM INTERVAL.
3, 'TENSAR' HIGH STRENGTH POLYMER GEOGRID FABRIC BY
TENSAR CORPORATION, MORROW, GEORGIA.

AN ACCEPTABLE ALTERNAllVE TO BURYING THE BOTTOM OF THE
FENCE IS TO LAY 12- Of THE FENCE AND FABRIC ON THE GROUND
AND COVER IT WITH 6" OF WASHED STONE, BUT NOT JUST STONE.

TREE PROTECTION FENCE

CONSlRUCllON OF A SILT FENCE

NOT TO SCAlE

SCALE: NTS

\...

~
~~~
~-
~,~-
T~
~J ~4~
~~
.....
~~

- ...'
-

~

,..~

11" M:t\
:D i t\ ' Ja...L I
~
$'
....-:
~~

J1;;() , N;~.

..
'~
,,~,

~....

,,-.;;.'

~~
~~

:~
. '-Jo.
.....

;:

~~

"

~N~

~'!.

'~'
~~
~~
S ~,
\l ~ I J // Ii. D'
1 ~)i"k toP IV"n. U~.
.-:?~

FL TER Of' I" DlA.
WASHED STONE

L~'

WUST BE AT LEAST
I' NJtNE. THE TOP
Of' 1HE WASHED
SlONE j
/I

STEEL FEHCE POST
WRE FEHCE
HARDWARE CLOTH

FIL TER Of' I" IlIA. WASHED STONE

SECTION

Illiii1~1:i;::;;:'j1j1!lll!lll!lll!111!~lil!!~lj!:1111Illj:1!:'11'!~l~!jlj!!11ll1jlllll~j~j;:;;~:~1l!llllI11II!:
j Bf!l*JIJ;Hjimrr1!!m
PLAN :7:;::;\

4' WIN.

T

TT
r I

'4TEEL fENCE POST
SET MAX. -r APART

FRONT VIEW

SILT FENCE GRAVEL OUTLET

jAL TER FABRIC
ON GROUND

BURY WIRE FEHCE AND
HARDWARE CLOTH

SILT FEHCE

,

II
1/

o
o

BURY WIRE FENCE, FILTER
FABRIC, AND HARDWARE
CLOlH IN TRENCH

'f
...

-

PROPOSED STREAM
TYPE-E6
(DIMENSIONS SHOWN ARE
AVERAGE) 1Io
ENlijENOiMENT RATIO
SINI10SITY 1.3
wID 12
SLOPE 0)002 FT 1FT

19'

...

11'

2.2

-~,//
~~~
~ ~
b-~
~ '----'~ -~-
~,_ ./ --c..
~ ./ --...=:- ~
~7'~ 1/ ~'----=-
,....;::::r. / _
~~~ ---- '- _.
~ ~

-, -

~~~
:::::;..--" ~
~-:s
--- "- ~ /~
~~ " k~
~~ ~~~
~~ ~RIPARlAN
liE TO EXI~lING / BUFFER STARTS
(VARIABLE) Al\1 HERE
~1~

"r"( ~ ., "''''~ II

.~
I

-..?

~~
~ty
b
/1'
I

/ r liE TO EXISlING
~(VARlABlE)

=

~
I
...

NOTE: Channel dimensions arrIwd at uang .-.part by the Unlvwslty af North Caralna at Chariatte titled,
"Dewlopment and Anolysls af H)drauIIc Geometry Relationships for the Urban Piedmont of North Carolina"

PLACE STAPLES 3'
APART IN A DIAMOND
PATTERN TO KEEP
MATTING FIRMLY IN
CONTACT W/SOIL

TOP OF BANK

~

~
~

~~

~

.~
"W

7'o.L

"^

~
~'N1:J.

r1 ltl
.

~

IN CHANNELS, ROLL OUT STRIPS OF NElllNG PARALLEL TO THE
OIRECTIOH Of fLOW AND O'IER THE PROTECTIVE lIUl.CH,

~

- :x. "" -.2<./
~""'- .x """,-
""'- , "><i" .x ':>l K""-

~.x:

~

TYPICAL STAPLES
16 GUAGE WIRE

n~

~

~~
>C?~
........." >Q-
.....~

J

~

.~

ANCHOR NETTING IN
A 12-INCH tRENCH

12-INCH J
O'IERW

1.5"

JOIN STRIPS BY ANCHORING
AND O'IERWPING

A. ANCHOR THE TOP END Of THE JUTE STRIPS IN A 12 INCH TRENCH.
B. T.....P THE TRENCH FULL OF STAPLES, 10 INCH SPACING, 4 INCHES DOWN FROM TRENCH.
C. OVERLAP - BURY UPPER END Of LOWER STRIP AS IN 'A' AND 'B', OVERLAP END Of TOP
STRIP 12 INCHES AND STAPLE,
D. EROSION STOP - fOLD Of JUTE BURIED IN SUT TRENCH AND TAMPED, DOUBLE ROW Of
STAPLES.

Installation of netting and matting (modified from Va. Div. of Forestry)

SEEDING SCHEDULE
(REVISED: 1-1-86)
Shoulders, Side Ditches. Slopes (Max 3: 1)
DATE TYPE

PL.ANTlNG RATE

Aug 15 - Nov 1
Nov1 -Marl

Toll Fescue

Toll Fescue
& Abruzzi Rye

Toll fescue
Hulled Common Bermudogross

Toll Fescue and
"'Browntop Millet

"'or Sorghum-Sudan Hybrids

300 Ibs/ acre
300 Ibs/acre
25 Ibs/ocre
300 Ibs/acre
25 Ibs/acre
120 Ibs/acre
35 Ibs/ocre
30 Ibs/acre

War 1 - ~r 15
Apr 15 - Jun 30
Jul 1 - Aug 15

Mor 1 - Jun 1

Slopes (3: 1 to 2: 1)

Sericeo Lespedeza (scarified)
&
Add TaU Fescue

Or Add Weeping Lovegrass
Or Add Hulled Common Bermudograss
"'Tall fescue and
'''Browntop MiUet

"'or Sorghum-Sudan Hybrids

Sericea Lespedeza (unhulled-unscarified)
and Toll Fescue

Add Abruzzi Rye

120 Ibs/acre
10 Ibs/ocre
25 Ibs/acre
120 Ibs/acre
35 Ibs/acre
30 Ibs/acre
70 Ibs/acre
120 Ibs/acre
25 Ibs/ acre

50 Ibs/ocre

(Mar 1 - ~ 15)
(Mar 1 - Jun 30)
(Mar 1 - Jun 30)
Jun 1 - Ssp 1

Sep 1 - Mar 1

(Nav 1 - Mar 1)

Consult Conservotion Engineer or Soil Conservotion Service for
additional infarmation concerning other alternatives for vegetation of
denuded areas. The above vegetation rates ore those which do well under
local conditions; ottler seeding rate combinations are possible.

".Temporary - Reseed according to optimum season for desired permanent
vegetotion. Do not allow temporary cover to grow over 12" in height before
mowing. otherwise fescue may be shaded out.

INSTAllAlION OF ..uTE THATailNG IN SWALES

SPECIFlCA nON GUIDE

A. Preparing 0 channel and seeding: To prevent meandering, slope channel to center to confine law
flows to the channel where thatching will be laid.

1. fertilization: Ume and fertilize as specified in "Seeding Schedule". Disk as needed but da not
cultipack.

2. Vegetati... Sprigging: Plant grass sprigs or similar material before the thatching is put down.
Spacings for planting may vary. Suggested maximum is lOx 20 inches.

3. Seeding: Split the application, Sow half the seed before placing the thatching_ Plant the
remaining holf after the thatching is laid.

B. Laying the Thatching: The thatching sholl be laid on loose soil after 011 rocks, clods, and sticks have
been picked up that would prevent contact with the soil surface.

1. Start laying the thatching from the top of the channel and unroll down grade so that one edge
of the strip coincides with the channel center. Lay a second strip parallel to the first on the
other side of the channel and allow a 2-inch overlap. If the roll of thatching does not extend the
length of the channel, continue downhill with additional rolls,

2, Securing the Thatching: Bury the top end of the jute strip in 0 trench 4 inches or more deep.
Tamp the trench full of soil. Reinforce with 0 row of staples driven through the jute about 10
inches aport. Then staple the overlap in the channel center. These staples should be 3 to 4
feet apart. The outside edges may be stapled similarly at any time after the center has been
stapled. Closer stapling along the sides is required where concentrated water may flow Into the
channel. Where one roll of thatching ends and another roll begins, the end of the top strip
overlaps the trench where the upper end of the lower strip is buried. Make the overlap at least 4
inches and staple securely.

3. Erosion Stops: At any point the thatching may be folded for burying in slit trenches and
secured, as were the upper ends. This checks water flow and erosion that may begin under the
matting. It also gives improved tie-down. The procedure is recommended on steeper slopes and
gentler slopes of sandy soil or areas subject to seepage. Spacings of stops vary from 25 to 100 feet.

4. Diversions: Where diversion terraces outlet into the waterway, the outlet should, be protected with
thatching used in the same manner as the main channel. The thatching for the outlet is laid first so
that thatching in the main channel will overlap the outlet strip.

5. Thatching-SoU Contact: Get contact between thatching and soil by rolling at right angle after laying,
stapling and seeding is complete, Perfect contact is vital ta keep water flow over not under the
thatching.

6, Staples: Hairpin-shaped, wire staples, number 8 gauge, 8 and 10 inches long have been used,
The longer staples ore used in loose or wet soil. Wire stoples ore better than wooden pegs because
the staples can be driven flush with the matting, Wooden pegs extend above the thatching and may
catch trash that diverts water flow out of the thatch-protected channel. Wooden pegs may also set
up 0 damaging turbulence,

Inspection: After job completion, make sure the thatching is in contact with the soil at all places and
the critical areas ore securely stapled down.

~

CONTRACTOR SHALL PRUNE
~OWOED, BROKEN. OR STRAY
BRANatES. CUT FlUSH, lEAVING
CAMBIUM EDGE a.EAN.

$' THK. MULCH LA 'I'ER

HAND TAMPED
PLANTING MIXTURE

ON CENTER (O.C.)
DIMENSION VARIES
SEE PLAN

fORW SAUCER
2" DEEP TO
HOLD WATER

"/?~' - ".' U'''oS
o. . ... '. '0' 01...
.. :,'0,,: f~. . ":>::" :.~. 0.::., .. ~':'" i
l") rl:t' .;..... 'x:.... '. .~:' : ..,: ".O:-.!'

- 1 PART APPROVED ORGANIC MATTER

- 4 PARTS NAlIVE SOIL

- 1/2 LB. 10-10-10 fERllUZER PER CU. '10
OF BACKALL OR APPROVED SUBSlIlUTE

UNDISlURBED
SUBGRADE

CONT AINEA SHAUB INSTALLATION
SECTION
NO SCALE

~
PlANT AVJ.l:AS AND
RHODODENDRONS Willi
1/4 Of ROOT BALL
ABO\€ ANISHED GRADE

3- THK. MULCH LA 'I'ER

HAND TAMPED
PLANTING MlxnJRf

~}~
} ~,
...fi' ~~
o..J4IN. ~ ~ 7 ./
-- "'\.., r/ 7

PRUNE PROPORlIONALL Y TO
COMPENSATE fOR REOUCllON
OF ROOTS AND TO PROMOTE
NA ruRAL atARACTER OF GROWTH
SHRUB SHALL BEAR SAME REl,A-
lIONSltP TO FNSHED GRADE
AS PRE\1OUS EXISlING GRADE
CUT ac REtolO\€ BURlAP fROM
1/3 Of ROOT BALL
FORM 2" DEEP SAUCER

:~..~: .

.' .
'Vo
:.:::

MIX1URE TO BE TAMPED

...
'0'

fr>~"
l

SUBSOIL BROKEN WITH PICK

- 1 PART APPRO\e>
ORGANIC MATTER

- 4 PARTS NAlIVE SOIL
- 1/2 LB. 10-10-10 fERllUZER
PER CU. '10. OF BACKALL OR
APPROVED SUBSlllUTE

.."".-c..

..

VARIES
lWCE ROOT BALL SIZE

BALLED + BURLAPPED SHAUB INSTALLATION
SECTION
NO SCALE

- i r~~

'" '.'1 ." ~:'. '0,
/~~,(,/,'l "-:''!'~.!>'.:.,,::]/ r?' 'iJ~"::::"~':.::"';"~'~.' '~r~~'/Y' -#
~~\ ,:,,:.,p': ~'. , ~\ ..... ';""'.":-' ~~ ~7~ ~7
o "-v -:'\. ,...... : I .,. ,'. -: /''':' :t<,,"(/'
:<'~"", , ',." ':"~:' .. . .": "t;::. ~ 1..: ': ~y
iiI. \6", :,:~,.:',:.':"7',,:' ...'.... '0 7'" UNDISlURBED
/V/-' SUBGRADE

~

1. PlANDfG DETAIL APPUES TO
ALL DEQDUOUS TREES AND LARGE
E\€RGREEN SHRUBS.

2. SHRUB MULCH RING AND PLANlING
PIT SHALL BE lWCE lliE DIAMETER
Of THE ROOT BALL.

3. CONTRACTOR SHALL PRUNE
~0Y<<lED. BROKEN. OR LOW
8RANQ€S, CUT FlUSH
lEA~ CAMBlUW EDGE CLEAN.

3 LOOPS OF REINFORCED
RUBBER HOSE AT FIRST
BRANCHING

WI'W" TRUNK WITH HEAVY
mEA TED ~E PAPER OR
STRIP BURLAP

IS GA. ALUMINUM OR
GALVANIZED WIRE WI
fLAGGING fOR \1S1B1UTY,
lliREE GUYS PER TREE

lliREE 2" X 2" X
2'-6" HARDWOOD
STAKES

EXISlING
GRADE

\\

HAND TAMPED
PLANlING MIXTURE
- 1 PART PEAT MOSS
OR OTHER APPRO\€D
ORGANIC MA TIER
- 4 PARTS NAlIVE SOIL
- 1/2 LB 10-10-10 FERllUZER
PER CU. '10. Of BACKALL
OR APPROVED SUBSlIlUTE

STAKE

WIRE "
lURNBUCKLE \ '?
RUBBER HOSE ~ ,

,v1-l.\<' 'I,ll. :::,AT {~
,~l ~ ~74~' =BALL ~

~~' .J GUV ~A1L
, P~
~ ~,.. ';? /f!z
=~"'~
~ /"";....-
:os:~, ~\o' ~:?-
~ ~ ;;;- L:~~
~ ~ po ~;
"\'--......... ~
~)?"" ~
.'iT "'7

fORM SAUCER $'
DEEP AROUND TOP
OF BALL TO HOLD
WATER

3- THK. MULCH LAYER

1/2" X T GALV.
TURNBUCKLE -
EA. WIRE

(

- lEAVE BURLAP ON BALL.
LOOSEN AT BASE OF TRUNK

"""

PRINT DATE
JUL 20 1999

TREE INSTALLATION
SECTION
NO SCALE

John R, McAaams vOll~

ttJz
"0 ~
o ~~
~ U~
~ S~
C:rJ ~ ~
~ ~
~ ~
~

,
~
~!

~
~
Q