20072161 Ver 1_Site Plan_20080208

ti
co
CD
Cu
rn
0
CD
M
0
o
0
a
U-
a_
0
w
Cn
ly
\+ �� \%
s
MB KEY T O 5Y
//
CENTERLINE EXISTING TRANSMISSION LINE — TO E Rg ULT
100' RIGHT OF WAY. POLE LOCATIONS SHOWN
actual limits of disturbance not shown due to scale and for graphic clarity
all work within 100' right of way; minimize areas of disturbance
----- EXISTING CONTOUR
FROF05ED CONTOUR
,r 1
POINT OF NO OUT / NO FILL
1
i
BRANCH / STREAM / WATERCOURSE
DELINEATED WETLANDS
IMPACTED WETLANDS C5HADED)
TGE TEMPORARY CONSTRUCTION ENTRANCE — DETAIL 1/q
,,.,.,_,.._..... -. SILT FENCE — DETAIL 2/q
wool ,,..,,boost" TEMPORARY DIVERSION WITH TEMPORARY DITCH LINER DETAIL 3/9
DIRECTING RUNOFF TO SEDIMENT TRAP
SILT TRAP WITH BAFFLES -- DETAIL 4/q
• not to scale
BRANCH CROSSING CFORD)— 5.0/9 N.A. THIS PROJECT
TEMPORARY STREAM CROSSING — 5.1/9
3 TIMBER MAT COMPLETELY SPANNING STREAM CHANNEL
NO STREAM IMPACT. NO 404 PERMIT REQUIRED
"'�-- PROPOSED CULVERT
PROPOSED CULVERT WITH INLET PROTECTION — DETAIL 6/q
PROP05ED CULVERT WITH OUTLET PROTECTION — DETAIL 7/q
D NO INLET OR OUTLET PROTECTION IN STREAM
3 3 DETAIL NUMBER
q REFERENCE SHEET NUMBER
IN NORTH
SCALE; 1'= 50' -O"
01
;Y CRO55ING
J - 1G' LONG
CRO55ING 02 CPIPE 02)
70 LF 24' CMP a 6.07 5LOPE
INVERT IN — 801.7. INVERT OUT — 7q7 -5
NO MEASURE5 IN STREAM
ROLLED EROSION CONTROL PRODUCT
IN5TALL OVER ALL GUT /FLL 5LOPE5 WITHIN 50' OF 5TREAM
=9300 5F THS APPLICATION - VERIFY
♦ / 1 J �, �, �,�` ' •,mow -ate �,,,..
+.,w•.I ♦ � J• 1 � ` � � ,� 1` %�v \~'�",�w..N r.+++.w.,y, ww\ �•1w'.....,..�^."�..,. �„v.wwr....... w.. M""'�_'••"�'•
`tis 1`\ \`♦ ` `\ ``` `` ~`� �` ~�� ^`•�'�...w i / ` \` •r.•.•`•'•r��\ O ` ~� �`•�`"► ` \\
r "•rrrrr
`�►,� `l �� \, `�1! \� ~•�1�� 1 ; `t ) `�y �~` ♦ ~` ~1'►ir v�..► www��"~• ., ~r•�.rr /...w....I•s,�_.www•�. r.A �✓
`�,, ,` 4 �\ \�'� •*•'w''. ,� ti'�..y ww,'�.'� , � � �` t \ � `�`'` r +/t\ � \` ,V.'y i �` �... � ..+..i....�I•'""'...r►+ow`"`•1. \ '```•«.... »w. /'/ � ~ ~�''r rte' ~r��•.
rw ww\
�` 1 ttt � \ ♦\ � "' ~tit ; � �c � � 4 ; \`` rte,.,.- ,�`� �\ `` �\ i� �.»� i
...
�. \ ..
Of
Oro
oe 00
� ♦ ♦♦ �...•✓ •r \�``` \� \\ \\ \ :\ ``•'�1 `O'''~,r,,,-��w i ; \ \♦ �`1''r.ww....r......u..r� ,I'
\♦ rrw1 '��.r...w♦ t ` \` ; �......+«.� ,•• Mwr ,, ....« «r•+r.tir yy t ` •,`'�\
#a ••.•
.. »
I �
• • �••�\ ♦.` ; ` `` �•'•►••.. �•..,....••w+•..r+•.r .w ..albs 1 • ��+ � I
••. t '.i•r'wti. me /
fence 'i ,
\ �\ t
r. r ...in..•.,•.w.r.rr + r .. r w .► r.•�I.��.�rw+•+ w r r w+..wr.+ru•r•w w r w.rrwwww•�ri+..w v ,r r..•w.ww.ww.r it �•.•.�•.._•�'•,r•'..• w�•,n•"""r.'�".'r w w'IY...�MM•'r.'/1•Y•• M r ..MGM• wI ...' �' r '.i'••.•/""�""�.",. r
11•N. r. Vw..••. /1►.•"..•a.M...M,ww...q�.Ati1/�. �..•..• .••. MMM.." NWl w' V_•... Mw. MM.•.. M+W.•Yr.../.,�..�n,11iyMVO...•M 1 ` ` 'W •.wy.y MM... j
1•a�aw ws... maws \\ ♦� �y
%b-
p
TCE
r`
wrrr.�r��-�w•r.�rr�.or.r�rr ....r.�r�•r��•- war. wr,. �rrrrrrr�w�• r�.. r. r. r. rw.. w- ��r.. w.r. ��. r .rr��r�wr,r•.r-•+�rr��rwr.rr��r r��r��rw��i` .rte
..►w r_ r.•ww.•..w+.+.a.. r. w ••w.r�wwoww+• v w rw..•.�wr.+...r• r .• M• _ ,• .•. w nw•.wwo++w••r w M.►,•.r+•a.w••.rww r w .. w r .••ww+rww+�••a. r_ ,� r r w �
-•• \� • '.~`` . `rte l \\'""'r\
FARM ROAD C501L) ��.�...�
bronch
00 ..0000 01
1 •\ �
...... /l �... r M / I / / \`
.• /•' .i. /•„„W..•'w•• �" wv..w ,....rA/ \sa► I'�/ 1s ~r � ♦; `\
00 ep
I
.• /.• «r...av/
00 UW
'
010 50' 100• 150' 200
`'' i
4 � 1
\
WALNUT GREEK
wJ �
s`••• ~ ~�
t r� it rs i �i�r
. . •�
`• -4- ...
wvmMm�ww� ...ww• 'wt` f enc,
+.. •.•... r -• r •. •+•+•ww.r..ra.� r +.•r•...�w..•w�+.-.. +wwr•••r.• 1100
1
\r�
M`
•V y
t✓ ^
t\
\\
rw
r
i
i
1
i
J } f
/ ! 1
1
do
+ f
ice'
'//
t
/
��.r «rr.•••4 of I
/ 1
�.,R ,,.....1
fth.\
` r/
op oo / oo
OF
oo
../•Y�.IA..I .. .� ••.''• �..� .� .•..I.rw...rwW.� M � �../ .1 _ +�Itt..tiM.•M•..
DITCH LINER SPECIFICATION
TRAP # LINER FOR TDD'A' LINER FOR TDD'B'
01 5TRAW WAV 5Ym MAT
02 I1M W/ DOW MAT am WOOD OR GM MAT
03 5TUW v Hff W I0fW T MAT OR 6' RPRAP
04 W RFORGM MAT OR T ITM JIM ITT OR Ifiii 5MW NET
FRED B. BLACKLEY, A5LA
LANDSCAPE ARCHITECT
704-484.1731
504 SOUTH DEKALB STREET
SHELBY. NORTH CAROLINA 28150
LATTIMORE AND PEELER 5URVEYING
704.538.3443
105 LONDON ROAD
LAWNDALE. N G 28080
TOPOGRAPHIG DATA FROM BOTH
GROUND -BASED SURVEY CPROFILE)
AND ELECTRONIC U5G5 INFORMATION.
/
I '
/ 1
f s r
r
J 1 1 j
! � i
!
i
f
1 1
5 i
our
t
`,
w �•
\+ �� \%
s
MB KEY T O 5Y
//
CENTERLINE EXISTING TRANSMISSION LINE — TO E Rg ULT
100' RIGHT OF WAY. POLE LOCATIONS SHOWN
actual limits of disturbance not shown due to scale and for graphic clarity
all work within 100' right of way; minimize areas of disturbance
----- EXISTING CONTOUR
FROF05ED CONTOUR
,r 1
POINT OF NO OUT / NO FILL
1
i
BRANCH / STREAM / WATERCOURSE
DELINEATED WETLANDS
IMPACTED WETLANDS C5HADED)
TGE TEMPORARY CONSTRUCTION ENTRANCE — DETAIL 1/q
,,.,.,_,.._..... -. SILT FENCE — DETAIL 2/q
wool ,,..,,boost" TEMPORARY DIVERSION WITH TEMPORARY DITCH LINER DETAIL 3/9
DIRECTING RUNOFF TO SEDIMENT TRAP
SILT TRAP WITH BAFFLES -- DETAIL 4/q
• not to scale
BRANCH CROSSING CFORD)— 5.0/9 N.A. THIS PROJECT
TEMPORARY STREAM CROSSING — 5.1/9
3 TIMBER MAT COMPLETELY SPANNING STREAM CHANNEL
NO STREAM IMPACT. NO 404 PERMIT REQUIRED
"'�-- PROPOSED CULVERT
PROPOSED CULVERT WITH INLET PROTECTION — DETAIL 6/q
PROP05ED CULVERT WITH OUTLET PROTECTION — DETAIL 7/q
D NO INLET OR OUTLET PROTECTION IN STREAM
3 3 DETAIL NUMBER
q REFERENCE SHEET NUMBER
IN NORTH
SCALE; 1'= 50' -O"
01
;Y CRO55ING
J - 1G' LONG
CRO55ING 02 CPIPE 02)
70 LF 24' CMP a 6.07 5LOPE
INVERT IN — 801.7. INVERT OUT — 7q7 -5
NO MEASURE5 IN STREAM
ROLLED EROSION CONTROL PRODUCT
IN5TALL OVER ALL GUT /FLL 5LOPE5 WITHIN 50' OF 5TREAM
=9300 5F THS APPLICATION - VERIFY
♦ / 1 J �, �, �,�` ' •,mow -ate �,,,..
+.,w•.I ♦ � J• 1 � ` � � ,� 1` %�v \~'�",�w..N r.+++.w.,y, ww\ �•1w'.....,..�^."�..,. �„v.wwr....... w.. M""'�_'••"�'•
`tis 1`\ \`♦ ` `\ ``` `` ~`� �` ~�� ^`•�'�...w i / ` \` •r.•.•`•'•r��\ O ` ~� �`•�`"► ` \\
r "•rrrrr
`�►,� `l �� \, `�1! \� ~•�1�� 1 ; `t ) `�y �~` ♦ ~` ~1'►ir v�..► www��"~• ., ~r•�.rr /...w....I•s,�_.www•�. r.A �✓
`�,, ,` 4 �\ \�'� •*•'w''. ,� ti'�..y ww,'�.'� , � � �` t \ � `�`'` r +/t\ � \` ,V.'y i �` �... � ..+..i....�I•'""'...r►+ow`"`•1. \ '```•«.... »w. /'/ � ~ ~�''r rte' ~r��•.
rw ww\
�` 1 ttt � \ ♦\ � "' ~tit ; � �c � � 4 ; \`` rte,.,.- ,�`� �\ `` �\ i� �.»� i
...
�. \ ..
Of
Oro
oe 00
� ♦ ♦♦ �...•✓ •r \�``` \� \\ \\ \ :\ ``•'�1 `O'''~,r,,,-��w i ; \ \♦ �`1''r.ww....r......u..r� ,I'
\♦ rrw1 '��.r...w♦ t ` \` ; �......+«.� ,•• Mwr ,, ....« «r•+r.tir yy t ` •,`'�\
#a ••.•
.. »
I �
• • �••�\ ♦.` ; ` `` �•'•►••.. �•..,....••w+•..r+•.r .w ..albs 1 • ��+ � I
••. t '.i•r'wti. me /
fence 'i ,
\ �\ t
r. r ...in..•.,•.w.r.rr + r .. r w .► r.•�I.��.�rw+•+ w r r w+..wr.+ru•r•w w r w.rrwwww•�ri+..w v ,r r..•w.ww.ww.r it �•.•.�•.._•�'•,r•'..• w�•,n•"""r.'�".'r w w'IY...�MM•'r.'/1•Y•• M r ..MGM• wI ...' �' r '.i'••.•/""�""�.",. r
11•N. r. Vw..••. /1►.•"..•a.M...M,ww...q�.Ati1/�. �..•..• .••. MMM.." NWl w' V_•... Mw. MM.•.. M+W.•Yr.../.,�..�n,11iyMVO...•M 1 ` ` 'W •.wy.y MM... j
1•a�aw ws... maws \\ ♦� �y
%b-
p
TCE
r`
wrrr.�r��-�w•r.�rr�.or.r�rr ....r.�r�•r��•- war. wr,. �rrrrrrr�w�• r�.. r. r. r. rw.. w- ��r.. w.r. ��. r .rr��r�wr,r•.r-•+�rr��rwr.rr��r r��r��rw��i` .rte
..►w r_ r.•ww.•..w+.+.a.. r. w ••w.r�wwoww+• v w rw..•.�wr.+...r• r .• M• _ ,• .•. w nw•.wwo++w••r w M.►,•.r+•a.w••.rww r w .. w r .••ww+rww+�••a. r_ ,� r r w �
-•• \� • '.~`` . `rte l \\'""'r\
FARM ROAD C501L) ��.�...�
bronch
00 ..0000 01
1 •\ �
...... /l �... r M / I / / \`
.• /•' .i. /•„„W..•'w•• �" wv..w ,....rA/ \sa► I'�/ 1s ~r � ♦; `\
00 ep
I
.• /.• «r...av/
00 UW
'
010 50' 100• 150' 200
`'' i
4 � 1
\
WALNUT GREEK
wJ �
s`••• ~ ~�
t r� it rs i �i�r
. . •�
`• -4- ...
wvmMm�ww� ...ww• 'wt` f enc,
+.. •.•... r -• r •. •+•+•ww.r..ra.� r +.•r•...�w..•w�+.-.. +wwr•••r.• 1100
1
\r�
M`
•V y
t✓ ^
t\
\\
rw
r
i
i
1
i
J } f
/ ! 1
1
do
+ f
ice'
'//
t
/
��.r «rr.•••4 of I
/ 1
�.,R ,,.....1
fth.\
` r/
op oo / oo
OF
oo
../•Y�.IA..I .. .� ••.''• �..� .� .•..I.rw...rwW.� M � �../ .1 _ +�Itt..tiM.•M•..
DITCH LINER SPECIFICATION
TRAP # LINER FOR TDD'A' LINER FOR TDD'B'
01 5TRAW WAV 5Ym MAT
02 I1M W/ DOW MAT am WOOD OR GM MAT
03 5TUW v Hff W I0fW T MAT OR 6' RPRAP
04 W RFORGM MAT OR T ITM JIM ITT OR Ifiii 5MW NET
FRED B. BLACKLEY, A5LA
LANDSCAPE ARCHITECT
704-484.1731
504 SOUTH DEKALB STREET
SHELBY. NORTH CAROLINA 28150
LATTIMORE AND PEELER 5URVEYING
704.538.3443
105 LONDON ROAD
LAWNDALE. N G 28080
TOPOGRAPHIG DATA FROM BOTH
GROUND -BASED SURVEY CPROFILE)
AND ELECTRONIC U5G5 INFORMATION.
/
I '
/ 1
f s r
r
J 1 1 j
! � i
!
i
f
1 1
5 i
our
t
w �•
A
1
r4l
TO RUTt1ERFORDTON
TO RUTtfERf ORDTON
COUNTY LINE RD
WOMAGK RD NG htWY 108
5R1315
TRANSMISSION LINE TRANSMISSION LINE
WOMACK ROAD BRfAU STATION
BIG LEVEL Rl?
NORTH TO MILL SPRING
VICINITY MAP
NT5
,,,tt,IIIIIIIIII�*I
jok 00
os
i iU
dP
If / /111111��
ER O 51 ON CONTROL PLAN
RUTHERFORD ELECTRIG MEMBER5HIP CORPORATION
TRANSMISSION LINE
WOMACK ROAD TO PEA RIDGE 5UB5TATION
FOLK COUNTY. N G
THIS DRAWING IS THE PROPERTY OF FRED B. BLAGKLEY. ASLA
AND IS NOT TO BE REPROnUGED OR COPIED IN WHOLE OR
IN PART WITHOUT PERMISSION. IT IS NOT TO BE USED ON ANY
OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST.
C:\DW G 5\REMG07\WRPRF\51WRPR,DWG
01/31/08
10/30/07
03/20/07 51WRPR.DWG SHEET 1 OF q

C)
Cu
cri
0
0
.o
a�
3
0
CC
0
i
cc
3
0
>_
C.0
CD
3
U
`. r/ g✓
v 7
V /
1 /
r
�/ f
40 or 40 ,/
i
lo
of
ow
r do to'
of 01 '• r'
/! f!
i
or'r.rrw«r..r•w rw w....r ..•.r•a.� '//
r
rte
_o •`
Je 1 1
op1
1 ,
1
1
1
/00 /.0
KEY TO SYMBOLS
DRY
CRO55ING 3 CPIPE 03) ----
50 LF 15" HDPE e 37 5L OPE
5 G GLA 5 5 2 RIPRAP
q q L =18'. W =CHANNEL
d50 =18". T =2G"
Cl � I
0
Ae
•••.� % of r/� // r�� of
r ,. + rte/ J# ! /// ! t ,I' J/ /f / % / f f / l ! 1 1 t lr 1 i I % j
,
r // ,/ of 64 / ! i t 1 t t f I f l J / f / / /
rr / ! +I ! 1 t t 1 t ! 1 1 ! I ! /' /� j /! /
% r 1 i l i % I 1 I 1 ! J J % !
1 t { / % I/
/ , // ! t , ,�►� J `1 t t /
Alt !/
t/ I
Jf
1 i i / .r' /� t t t 1
rJ ; /'1 / 1 / ✓ , / A., ! rr
/ / / t ♦ 1 (` t 1 1 1 ! 1 f / t 1 r r 1 1
1 jam/ / / j ✓/ ,/ 1 � � / � /�'" +ter � 1 t 1 ( 1 1 / 1 i + � l � < % J / � 1 � � � ! � 1
j// r! J / ✓/ r ! / i / ♦ l t \ 1 l 1 1 + / l/ I I t r f ! i t
r/
!' I , ! /' !f , 1 1 /' f.. <•--- .«r.'•~•' .r.r '"' \ \ \ 1 1 ! f t i f f 1 1 / 1 / t J `.v.
/�.,
1 J // cd / / t !/ rr.r --•"
// r
! ! / / '•r /~ � t 1 J 1 / 1 1 1 1 M 1 !/ 1 ! ` �• -»
,/ I ,! j % / ✓I , / // ��r .•'''' «�'`"� / 1 ! I ! I I I 1 1 1 1 1
'raw I
r ,�
fop M .� , r l
VP �/ \
00 1 / 1
f i / % i LO
/
i f i / / i ! ! f t I j t C14
/ / /� i // 1 0 � ! i
ICY) 1 1 I j j ! J/ , / f 1 f t 0 1
i ✓t ,l r r 1 t +1 r j ! r 1 /! , 0 1S '� %
; 11 I ! } t�� f I /r f 1 Q
le
/ ! / / ✓
of
or
� ! � I � / / / / � / I ! t t 1 t 1 t ♦ t � t \ 1 \
I
\ �
oo
.. } N • . � 1r r / w .. r � r w Y � w � \ A•N.NYY.�•.•..` .M.. M w• M X'v Ile .00
AI
el
`' T 1) A)` Is D
11j, \T
TTq*E3 164 1116 1%
44. 400
ww�wwr.�i...w Nar..�Ni.r.www..�w•-....w •- r•�r�.•.•w .• w• ww�i.... wr-w• �w --fir• •-� \ , - • • •rte- •. •w �.w•.+.•w •w wrww.. wrw. �. .•w•- rr.l�•w.••.•wro..w •���.
A)
%10 A Race
wrt �••.rr 1`•.ry /\ �i� 1��`/ J' r"'r 1 1 t 1 t t \t �'` '•'`•.
1 % j t \ 1 , '' +.►...•....^'r. '-low db... ..�''
Tip/ D
, 1 t - T D BI is `�•...
1 1 t i( \ ,®� �, ,,a• ,. _ \ / b prC♦ �
1 � 1 1 \ r,,.•r. t � M•wrrw..7 rr Ire r.,. tilt � , ' ( 1 •�• • 1 � '\ •+....
t t I 1 1 1 \♦ rr. •,;.4- ►/�_ �... •- !l,r....« / ! // } 1 t 1 ~t
+ . r��.r..+w.. .. .. r .► .► r \ www
:Mum I@ r w + r.. / , +. I•.�.www«w.�w.r ..w ! r • .. •+ .r.•rw.�wr+.+.. • ,� •.. w�..rr ..r r �.�.rr �wn,
r.. ,r✓+• / w .w. M w. wrrw r w .•r•..w+.•o•.rww.urr.. N r •.. ..r w.rwrwrrr-
rto *4 /i•r 11'� /J / 1 ! 1 1 \\ , 1 ` \\ ~'�...r «.,..... «•.+.. _"ti``„y .' °...►
- r
\ � \ �r ti w.rwf 'rte'• / / t 1 1 1 � \ � � \ ` •.. •e"r,.+"r..i� \` r %
♦ +..''" `\
oo op
.r rt r,,.!�•' rr 1 / / / 1 t 1 1 \ 1 \ ♦ \ �~rte
\\ \\ /`+\ ~'r �» :.�w�,�;,.S:irr..�o " +'. I'r•.. � 1 1 � ` t t t t t � y ; \ �.....• `
iii ♦ ! r��yr..••.,�ii+' �•..,•° -'""/ ir""`•f� 1 / 1 ! 1 1 I 1 t t t 1 t 1 rJ ~,.. ` ``".,,..
rri , r r / 1 t ♦ \ 1 1
s ► t t 1 1 r \ t \
If I
i If
If t I J jj(J 1 tt �I /� t/ ! ! /w.rw,w, \v ` ♦� \,► \ \\ `�\
— •------- •----- -•--•— CENTERLINE EXISTING TRAN5MI5510N LINE — TO BE REBUILT I ; /' ; ; ,w - ---' 1 flop `• 1
100 RIGHT OF WAY, POLE LOCATIONS SHOWN
actual limits of disturbance not shown due to scale and for graphic cl rity
•------ '- «-- all work within 100' right of way; minimize areas of disturbance
�---- EXISTING CONTOUR
PROPOSED CONTOUR
' 1
` POINT OF NO GUT / NO FILL
t
NORTH
SCALE* 1"=50"-0`*
0' 50' 100' 150' 200'
SEDIMENT TRAP #06
DRAINAGE AREA s .29 AG
DISTURBED AREA = ..07 AG
CWxLxD) 40'x8'x3.5'
WEIR LENGTH = 4'
SEDIMENT TRAP #05
DRAINAGE AREA .44 AG
DISTURBED AREA .11 AC 4
CWxLxD) 40'x12'x3.5' q
WEIR LENGTH = 4'
INSTALL A5 PART OF 5TREAM OR055ING
DRY
OR055ING 4 CPIPE 04)
50 LF 15' HDPE e 37: 5L OPE
5 6 GLA 5 5 1 RIPRAP
q L =18' W =G
f-tANNEL
d50 =12. T =18'
--.�.i j
Je 1
5EDIMENT TRAP #09
DRAINAGE AREA = -GG AG
DI5TURBED AREA = .11 AG
CWxLxD) G5'x10'x3.5'
WEIR LENGTH = 4'
D
LM
FRED B. BLACKLEY, A5LA
LANDSCAPE ARCHITECT
704.484.1731
504 5OUTH DEKALB STREET
SHELBY, NORTH CAROLINA 28150
LATTIMORE AND PEELER SURVEYING
r0"
4 704.538.3443
q 3 3 105 LONDON ROAD
q 9 LAWNDALE. N G 28080
• TOPOGRAPHIC DATA FROM BOTH
0 0
GROUND —BA 5ED SURVEY CPR OFILE)
o AND ELECTRONIC U5G5 INFORMATION.
It
C.
t � ♦ ♦ \ f/ ! r 1 1
\
t \ \ I 1 \ �♦ ` i / J J t �
IS
Je
i• i ; ! l � l f { ! i i � �
t s ! t f 1 ! � � ✓/ 1 � i r
/ �.!
'
/ / 1 / ! / ,
% of �, r/ 1 i r i CC) i _., 's� 1 i 1 O
/ r /
, / r 1 1 ! / r1 ♦ / Lo
r' i1 J 1 '''/ / ' / t t' ! � J! I 1 # 1l
1 / 40
tom` �\� \\
C) �
/ 1 `\ INS. \ \ %%%'. `%.%. \` \ ` \ 1 t
vft
kL
`Ilk N
♦ \
v` \tit �`"'^•.,,.� `�,` V '� \1 ♦`` \` \\ \,� \\ �t \t \\ ~`` `\ \ �. �.
.r • r r•r.- A wM M .• N r. •. w ..w...�.,.wrr,. N N M�M.�.�M+. 1i. y.w.�...MMi f • _ _
Sri �r�ANA MI :� win
T fk
/ \� \ \ \ \ t \ \ \ \ 1 �♦ \ N. �\ �•�
Vq
memo
wwww�� w�.•�w��1w -T•w•i wir- • fw �� .•�•�A•��r���w.- �wr.1-�.r�q.D.r •���• ��r�• •�.- �N.�.•�w���•� -ice• rw1.�• �'�ww•���r�w�•- ��- �`w�!•��•
\ \ \ �. 1 1.�. �, r.w \ \ •wry �••��r..r,w.�.. .n. ,�,�w MI^
r...r ti ...wwww.wrrw.w r w..r.r.rwwr r~.r 1 r w .wr...•.w.+.r.•..• .. w.r..r.�.wrr a... r.... +.A.rr.wrw w r • ` ` ...-.+..w�+..ww w� nr w \ ` `.w..w.w��.�. w �., �y .w«w+n.+.......nw , w.. v r..•.•+.rs w ..+.�...rr.uw+n.w .. r \1
` `V \ tJt \ ♦ 1 l 1 1\ \ �`•►.�, ~ ~� •w`w ~tea `�.�
DITCH LINER 5PECIFICATION
TRAP #t+ LINER FOR TDD'A" LINER FOR TDD'B'
05 JAE HET OR UGHT 5TRAW ITT 12' AM
OG WiT 5TRAW v 5YN1tIE11G MAT OR BU4NtET W/ DOIW ITT
07 TIFF MffORGM MAT OR 6' RIPRAP IT AM 00 It at ftm
08 W WORCM MAT OR T RPRAP 5�= MAT OR BLANiET W/ DOME HET
0q NA Tff RENfORGM MAT OR 7 RPRAP
Ilk
lop
\ ` 1
r
TO RUTHERFORDTON
TO RUTIiERFORDTON
COUNTY LINE RD I
WOMAGK RD
SR1315
TRANSMISSION LINE
WOMAG( ROAD KKR STATION
BIG LEVEL RD
NORTH
VICINITY MAP
NT5
'NC HWY 108
TRAN 5M15 51 ON LINE
TO MILL SPRING
C
EIL• •
EROSION CONTROL PLAN
RUTHERFORD ELECTRIC MEMBER5HIP CORPORATION
TRANSMISSION LINE
WOMACK ROAD TO PEA RIDGE 5UB5TATION
POLK COUNTY. N G
TF115 DRAWING IS THE PROPERTY OF FRED B. BLAGKLEY. ASLA
AND IS NOT TO BE REPRODUCED OR GORED IN WHOLE OR
IN PART WITHOUT PERMISSION. IT IS NOT TO BE USED ON ANY
OTHER PROJECT AND IS 70 BE RETURNED UPON REQUEST.
G:\DWGS\REMGO7 \WRPRF\52WRPR.DWG
01/31/08
10/30/07
03/20/07 52WRPR.DWG 5HEET 2 OF 9
f
BRANCH / STREAM / WATERCOURSE
-- ---- --
DELINEATED WETLANDS
1144
.. �:�.� ,
IMPACTED WETLANDS CSHADED)
4 :�iw'��i�ii'1�
TGE
TEMPORARY CONSTRUCTION ENTRANCE — DETAIL 1/q
....- ....,.•.... —. ----
SILT FENCE — DETAIL 2/q
_ x jam it , a I ft ,, saw,,,.. k � 11 M
TEMPORARY DIVERSION WITH TEMPORARY DITCH LINER — DETAIL 3/q
DIRECTING RUNOFF TO SEDIMENT TRAP
•• :: :• •::
SILT TRAP WITH BAFFLES — DETAIL 4/q
not to scale
BRANCH GROSSING CFORD)— 5.0 /q N.A. THIS PROJECT
TEMPORARY STREAM OR055ING — 5.1/q
'
TIMBER MAT COMPLETELY SPANNING STREAM CHANNEL
NO STREAM IMPACT. NO 404 PERMIT REQUIRED
PROPOSED CULVERT
PROPOSED CULVERT WITH INLET PROTECTION — DETAIL G/q
D
PROPOSED CULVERT WITH OUTLET PROTECTION — DETAIL 7/q
NO INLET OR OUTLET PROTECTION IN STREAM
3
DETAIL NUMBER
q
REFERENCE SHEET NUMBER
NORTH
SCALE* 1"=50"-0`*
0' 50' 100' 150' 200'
SEDIMENT TRAP #06
DRAINAGE AREA s .29 AG
DISTURBED AREA = ..07 AG
CWxLxD) 40'x8'x3.5'
WEIR LENGTH = 4'
SEDIMENT TRAP #05
DRAINAGE AREA .44 AG
DISTURBED AREA .11 AC 4
CWxLxD) 40'x12'x3.5' q
WEIR LENGTH = 4'
INSTALL A5 PART OF 5TREAM OR055ING
DRY
OR055ING 4 CPIPE 04)
50 LF 15' HDPE e 37: 5L OPE
5 6 GLA 5 5 1 RIPRAP
q L =18' W =G
f-tANNEL
d50 =12. T =18'
--.�.i j
Je 1
5EDIMENT TRAP #09
DRAINAGE AREA = -GG AG
DI5TURBED AREA = .11 AG
CWxLxD) G5'x10'x3.5'
WEIR LENGTH = 4'
D
LM
FRED B. BLACKLEY, A5LA
LANDSCAPE ARCHITECT
704.484.1731
504 5OUTH DEKALB STREET
SHELBY, NORTH CAROLINA 28150
LATTIMORE AND PEELER SURVEYING
r0"
4 704.538.3443
q 3 3 105 LONDON ROAD
q 9 LAWNDALE. N G 28080
• TOPOGRAPHIC DATA FROM BOTH
0 0
GROUND —BA 5ED SURVEY CPR OFILE)
o AND ELECTRONIC U5G5 INFORMATION.
It
C.
t � ♦ ♦ \ f/ ! r 1 1
\
t \ \ I 1 \ �♦ ` i / J J t �
IS
Je
i• i ; ! l � l f { ! i i � �
t s ! t f 1 ! � � ✓/ 1 � i r
/ �.!
'
/ / 1 / ! / ,
% of �, r/ 1 i r i CC) i _., 's� 1 i 1 O
/ r /
, / r 1 1 ! / r1 ♦ / Lo
r' i1 J 1 '''/ / ' / t t' ! � J! I 1 # 1l
1 / 40
tom` �\� \\
C) �
/ 1 `\ INS. \ \ %%%'. `%.%. \` \ ` \ 1 t
vft
kL
`Ilk N
♦ \
v` \tit �`"'^•.,,.� `�,` V '� \1 ♦`` \` \\ \,� \\ �t \t \\ ~`` `\ \ �. �.
.r • r r•r.- A wM M .• N r. •. w ..w...�.,.wrr,. N N M�M.�.�M+. 1i. y.w.�...MMi f • _ _
Sri �r�ANA MI :� win
T fk
/ \� \ \ \ \ t \ \ \ \ 1 �♦ \ N. �\ �•�
Vq
memo
wwww�� w�.•�w��1w -T•w•i wir- • fw �� .•�•�A•��r���w.- �wr.1-�.r�q.D.r •���• ��r�• •�.- �N.�.•�w���•� -ice• rw1.�• �'�ww•���r�w�•- ��- �`w�!•��•
\ \ \ �. 1 1.�. �, r.w \ \ •wry �••��r..r,w.�.. .n. ,�,�w MI^
r...r ti ...wwww.wrrw.w r w..r.r.rwwr r~.r 1 r w .wr...•.w.+.r.•..• .. w.r..r.�.wrr a... r.... +.A.rr.wrw w r • ` ` ...-.+..w�+..ww w� nr w \ ` `.w..w.w��.�. w �., �y .w«w+n.+.......nw , w.. v r..•.•+.rs w ..+.�...rr.uw+n.w .. r \1
` `V \ tJt \ ♦ 1 l 1 1\ \ �`•►.�, ~ ~� •w`w ~tea `�.�
DITCH LINER 5PECIFICATION
TRAP #t+ LINER FOR TDD'A" LINER FOR TDD'B'
05 JAE HET OR UGHT 5TRAW ITT 12' AM
OG WiT 5TRAW v 5YN1tIE11G MAT OR BU4NtET W/ DOIW ITT
07 TIFF MffORGM MAT OR 6' RIPRAP IT AM 00 It at ftm
08 W WORCM MAT OR T RPRAP 5�= MAT OR BLANiET W/ DOME HET
0q NA Tff RENfORGM MAT OR 7 RPRAP
Ilk
lop
\ ` 1
r
TO RUTHERFORDTON
TO RUTIiERFORDTON
COUNTY LINE RD I
WOMAGK RD
SR1315
TRANSMISSION LINE
WOMAG( ROAD KKR STATION
BIG LEVEL RD
NORTH
VICINITY MAP
NT5
'NC HWY 108
TRAN 5M15 51 ON LINE
TO MILL SPRING
C
EIL• •
EROSION CONTROL PLAN
RUTHERFORD ELECTRIC MEMBER5HIP CORPORATION
TRANSMISSION LINE
WOMACK ROAD TO PEA RIDGE 5UB5TATION
POLK COUNTY. N G
TF115 DRAWING IS THE PROPERTY OF FRED B. BLAGKLEY. ASLA
AND IS NOT TO BE REPRODUCED OR GORED IN WHOLE OR
IN PART WITHOUT PERMISSION. IT IS NOT TO BE USED ON ANY
OTHER PROJECT AND IS 70 BE RETURNED UPON REQUEST.
G:\DWGS\REMGO7 \WRPRF\52WRPR.DWG
01/31/08
10/30/07
03/20/07 52WRPR.DWG 5HEET 2 OF 9

a
CNJ
tr
0
aD
U-
0
CC
CC
cc
CC
3
0
w
cc
CIO
0
U
a
0
0
l �
Il t
i
v
1 �
c
1 '
c
L
!
1 �
1
i
l
SEDIMENT TRAP #10
DRAINAGE AREA = .37 AG
DISTURBED AREA = .11 AG
CWxLxD) 40'x10'x3.5'
WEIR LENGTH = 4'
/00,
r
t
�
t
1
'
t
i
�-•- --
�1
1
.•�10
/00,
r
1 1 i 1 t°r�'
Av
t 1 1 t
1100,
va
{ i
'
LO
co
\ 1 � ► { 1 � { � 1 1
� 1
w.v.••'�r✓ rM /'rr„rr�•r+••�rw �\ \v/
od
No
It
1 � 1 1 \ 1 { \ \ � , �►\ / � /,� '•r rte/ .. ; �. �.�' ''...�•�
1 \ l
\ \ \ \ y
0 v\ \.....ww.+w \ \ \ ~rw•w.wnw'wr.r� '`�V. \ w•,y
\ \ `� �►' \ , \ •V .., \` �'*•+ r. ~ r r •rw4•F....w•.....•4 '-.y .y .. .. rrw•rw.+.r•�r••.`•.� w w•w•wNll�•w1w • •• w.w.w.w••�w•w�r•••
.�wti..r�r..• �. r..ww�wr+wrw•rw ...� �. w.w rw .. 1 .w •w - ww�•4` wr•r N.•v 1• rr. w« w ` f y+. w� —W& Maw=M.wv ww�..y \ \ •�•�r•
�-. I t111d # n� I i jle�lpp� f , ; ; . Ml lwr l wwl i'�laW 1r 11�1i�111r� N IaMI111E 11lf t 111�1'�Y�i l it tillliliil� l ,,�, • . ; : ; . �• I i siw plot l r i1 f w�11 tri, t Girt r wa
T\n 1 \ ♦ , 1. . \ \` ♦,r w.,..� o.,+ �:M . • '"+.�.,� \ ^� \ N-Tr
t, \` \ y•b y `%,,� \r�`1 '•w` w►y.- ".firr+ ----w. r•w. y,�,` ~`+'�1 `\ \ \ ```►
w�r"w �.w..�w— r•ws�ww.w..wwrw��w •�'w.�.w.rwiwr rww. w. r�- ww. ii�w�. wra- �wrw�w�r1'. w. w�. w��wwai\-^. w�.. �w. w-'.. www.. r- w�rww�wwww� .w.w..wa�•- ��•ww�ww�-.w w�����wwa -.www�l�l�w�- w�y�.wr�ww�r- w.. w�w� .wwai.-.w.���-�ii.�wwa�w..�w w..-.
' \` ` `\ ` \\ - ~\ '�` ~•�•� ~\ \~r r /�~•� `,•\ ~�` ~yr.« w.. rw.,. yw. rry... w .w^'r•r�.Mww•••�r..••wr�•••'•.. `may ` , \\ ` \`
1 `\.w w'�w`'�` -\.. w.rr� 1 \� `.'wti•......w,rw.r.u,.,+� •�••w'�'w••„"••�•r .� �`\ ` \\ \` `` \\ \\ , \\ ` \\
Ilk
ft
1 � \ �...«...\ .' \w \w "•`` ""w,r„h �•.-. ..w.,,,.r«.w•- .r.rr..w......«+w `ham, \ \ \ \ \ `'` \ \,\ \
.�w.r .�..w � j. w .. ww ..�..wwrw�y��,�.../�i.•irwr'ar w ~ �r .. +�+ «.r..., `` �, � �,• +`� \M w + '�• y w w V , ` \ ` .. r
1 •�FM+•�..r r ww .MwT +w •.. \ MM+M Y M.�M•r •I 1 rP•• .r• Y r M .Y NV.�Y�.V.w+Y� N \� I�...r .r `i�ri•�•.1YrMP1.•i+` M • 1• .�M� r- ••i+FMY..�; w wl �•Iw • ; w r
` ynwr•.r- -`n•u. - -M.+1• 1 � ~•��"..,,. \••`w.+wr w.ww.y ` +•r ~�'� \ -\ \�•+�•V.`` ~1``h \ 1 ` `` \ ` \ `\ `
` \\ ` \,` w�•r.`_ ~•`••'•'`•r„` r~•~•\ \`whew 1•4 \` �. \., �^• ~"'�.,. w...a•``". w•r,....w .�....•�+, .�.•. •,r, � \� t\ `` `\ �` \` `` \ ,
AIR ;V�IAS D \bUT �ACG 5 S. ROAD
\ \ \` `r+w •+..,` 1 �•` \` \�� •`+•�.� r� -\ \ +�, ••, -w.. w•y »•r yr +-M `, , 1
\\ \ \\ �'ti �•.. �M ,••`..\ h \ \\ ~�,►+ �y1` ` \1 �� \v` �'� %.wow • �•+rn.•+r....♦w w\ '�...«�....•.r..,4 -w ; S• ; 11 `
t ' 1
\ \ \` *4qb\� -y �\ �� t�.• �+.,�\ \� \` ; ,%...ftft. �� ` 1 ti, t, ; ; it , '�.•r t
\
KEY TO S t
---------------- •- 5 -- - - --
t
�
t
1
�
1
/
1
�-•- --
EXISTING CONTOUR
r
PROPOSED CONTOUR
1 1 i 1 t°r�'
Av
t 1 1 t
1100,
va
{ i
'
LO
co
\ 1 � ► { 1 � { � 1 1
� 1
w.v.••'�r✓ rM /'rr„rr�•r+••�rw �\ \v/
od
No
It
1 � 1 1 \ 1 { \ \ � , �►\ / � /,� '•r rte/ .. ; �. �.�' ''...�•�
1 \ l
\ \ \ \ y
0 v\ \.....ww.+w \ \ \ ~rw•w.wnw'wr.r� '`�V. \ w•,y
\ \ `� �►' \ , \ •V .., \` �'*•+ r. ~ r r •rw4•F....w•.....•4 '-.y .y .. .. rrw•rw.+.r•�r••.`•.� w w•w•wNll�•w1w • •• w.w.w.w••�w•w�r•••
.�wti..r�r..• �. r..ww�wr+wrw•rw ...� �. w.w rw .. 1 .w •w - ww�•4` wr•r N.•v 1• rr. w« w ` f y+. w� —W& Maw=M.wv ww�..y \ \ •�•�r•
�-. I t111d # n� I i jle�lpp� f , ; ; . Ml lwr l wwl i'�laW 1r 11�1i�111r� N IaMI111E 11lf t 111�1'�Y�i l it tillliliil� l ,,�, • . ; : ; . �• I i siw plot l r i1 f w�11 tri, t Girt r wa
T\n 1 \ ♦ , 1. . \ \` ♦,r w.,..� o.,+ �:M . • '"+.�.,� \ ^� \ N-Tr
t, \` \ y•b y `%,,� \r�`1 '•w` w►y.- ".firr+ ----w. r•w. y,�,` ~`+'�1 `\ \ \ ```►
w�r"w �.w..�w— r•ws�ww.w..wwrw��w •�'w.�.w.rwiwr rww. w. r�- ww. ii�w�. wra- �wrw�w�r1'. w. w�. w��wwai\-^. w�.. �w. w-'.. www.. r- w�rww�wwww� .w.w..wa�•- ��•ww�ww�-.w w�����wwa -.www�l�l�w�- w�y�.wr�ww�r- w.. w�w� .wwai.-.w.���-�ii.�wwa�w..�w w..-.
' \` ` `\ ` \\ - ~\ '�` ~•�•� ~\ \~r r /�~•� `,•\ ~�` ~yr.« w.. rw.,. yw. rry... w .w^'r•r�.Mww•••�r..••wr�•••'•.. `may ` , \\ ` \`
1 `\.w w'�w`'�` -\.. w.rr� 1 \� `.'wti•......w,rw.r.u,.,+� •�••w'�'w••„"••�•r .� �`\ ` \\ \` `` \\ \\ , \\ ` \\
Ilk
ft
1 � \ �...«...\ .' \w \w "•`` ""w,r„h �•.-. ..w.,,,.r«.w•- .r.rr..w......«+w `ham, \ \ \ \ \ `'` \ \,\ \
.�w.r .�..w � j. w .. ww ..�..wwrw�y��,�.../�i.•irwr'ar w ~ �r .. +�+ «.r..., `` �, � �,• +`� \M w + '�• y w w V , ` \ ` .. r
1 •�FM+•�..r r ww .MwT +w •.. \ MM+M Y M.�M•r •I 1 rP•• .r• Y r M .Y NV.�Y�.V.w+Y� N \� I�...r .r `i�ri•�•.1YrMP1.•i+` M • 1• .�M� r- ••i+FMY..�; w wl �•Iw • ; w r
` ynwr•.r- -`n•u. - -M.+1• 1 � ~•��"..,,. \••`w.+wr w.ww.y ` +•r ~�'� \ -\ \�•+�•V.`` ~1``h \ 1 ` `` \ ` \ `\ `
` \\ ` \,` w�•r.`_ ~•`••'•'`•r„` r~•~•\ \`whew 1•4 \` �. \., �^• ~"'�.,. w...a•``". w•r,....w .�....•�+, .�.•. •,r, � \� t\ `` `\ �` \` `` \ ,
AIR ;V�IAS D \bUT �ACG 5 S. ROAD
\ \ \` `r+w •+..,` 1 �•` \` \�� •`+•�.� r� -\ \ +�, ••, -w.. w•y »•r yr +-M `, , 1
\\ \ \\ �'ti �•.. �M ,••`..\ h \ \\ ~�,►+ �y1` ` \1 �� \v` �'� %.wow • �•+rn.•+r....♦w w\ '�...«�....•.r..,4 -w ; S• ; 11 `
t ' 1
\ \ \` *4qb\� -y �\ �� t�.• �+.,�\ \� \` ; ,%...ftft. �� ` 1 ti, t, ; ; it , '�.•r t
\
KEY TO S t
---------------- •- 5 -- - - --
CENTERLINE EXISTING TRANSMISSION LINE - TO BE REBUILT
100' RIGHT OF WAY, POLE LOCATIONS SHOWN
SEDIMENT TRAP #14
actual limits of disturbance not shown due to scale and for graphic clarity
-- �..-- -.•- --
all work within 100' right of way; minimize areas of disturbance
�-•- --
EXISTING CONTOUR
PROPOSED CONTOUR
015TURBED AREA = .Oq AG
POINT OF NO GUT / NO FILL
l
'
BRANCH / STREAM / WATERCOURSE
,-!Lft
DELINEATED WETLANDS
;•::: -• •::;:. -�.:; :..: •
IMPACTED WETLANDS C SHADED)
WEIR LENGTH = 4'
TGE
TEMPORARY CONSTRUCTION ENTRANCE - DETAIL 1/q
...,,........._._.. - --
SILT FENCE - DETAIL 2/q
i
TEMPORARY DIVERSION WITH TEMPORARY DITCH LINER - DETAIL 3/q
_,,,,,,M,,,�,.,.•
DIRECTING RUNOFF TO SEDIMENT TRAP
�:; :•:;:
SILT TRAP WITH BAFFLES - DETAIL 4/q
DRAINAGE AREA .34 AG
not to scale
=:
BRANCH GROSSING CFORD)— 5.0 /q N.A. THIS PROJECT
r
TEMPORARY STREAM CRO55ING - 5.1/9
'
TIMBER MAT COMPLETELY SPANNING STREAM CHANNEL
CWxLxD) 35'x10'x3.5'
NO STREAM IMPACT. NO 404 PERMIT REQUIRED
PROPOSED CULVERT
WEIR LENGTH = 4'
PROPOSED CULVERT WITH INLET PROTECTION - DETAIL G/q
PROPOSED CULVERT WITH OUTLET PROTECTION - DETAIL 7/q
PROTECTION IN STREAM
NO INLET OR OUTLET
3
DETAIL NUMBER
REFERENCE SHEET NUMBER
NORTfi
SGALE: 1'= 50' —O'
O' 50' 100' 150' 200'
r
1
t �
0
�t
t
1
t ;
i
t 1
1 t
i
1 `
t
i
I l
r t
i # �
U
NLOIL1.Ll•/ VVI1 1 MVL. 1 NVLtJV 1
qINSTALL OVER ALL GUT /FILL SLOPES WITHIN 50' OF STREAM
=3400 5F TH 5 APPLICATION - VERIFY
DITGh LINER SPECIFICATION
FARM ROAD CS
branch
00.0-0000
GROSSING 05 CPIPE 05)
30 LF 48' HDPE • .5% 5LOPE
INVERT IN - 805.5. INVERT OUT - 805.3
NO MEA SURE 5 IN STREAM
TRAP LINER FOR TDD"Av LINER FOR TDD'013'0
10 NA TURF RENFORUWNT MAT OR 12' WRAP
11 NA TURF RENFORGEMENT MAT OR 9' WMP
12 NA TURF ftWORCEW MAT OR 9' RFRAP
13 TURf RBflvvr\vEMENT MAT OR 6' WMP STRAW W/ �Si OR FIDERUA55 ROVNG
14 NA 5TRAW W/ WT
15 STRAW WAIT 5TRAW W/ NET OR JJTE
COUNTY LINE RD
TO RUTt1ERFORDTON
TO RUtfiERFORDTON
WOMAGK RD
5R1315
TRANSMI5510N LINE
WOMACK ROAD BRENtER STATION
BIG LEVEL RD
NORTH
VICINITY MAP
NTS
'NC HWY 105
TRAN 5MI5 SI ON LINE
TO MILL SPRING
____��rrAK•r� 1 /
.r..r..r..r.•w +••r•.r••rwNitLrr ~� Y
/40/
,,,t%,%1111/,/ /•,,,
.•`�� '�� CARO4 ��''�•
to
•o
• •�
i •tit • -- •�-''"
r i
00�i T ••. i -� ate,,
BLN•
ER (D 51 (DN CONTROL PLAN
RUTHERFORD ELECTRIC MEMBER5111P CORPORATION
TRANSMISSION LINE
WOMACK ROAD TO PEA RIDGE 5UB5TATION
POLK COUNTY. N C,,..t
THIS DRAWING IS THE PROPERTY OF FRED B. BLAGKLEY. ASLA
AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR
IN PART WITHOUT PERMISSION. IT IS NOT TO BE USED ON ANY
OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST.
G � \DW G5 \REMG07 \WRPRF \53WRPR.DW G
01/31/08
10/30/07
03/20/07 53WRPR.DWG SHEET 3 OF 9
B. BLACKLEY, ALA FRED
SEDIMENT TRAP #14
A RCHITECT
LANne)GAPE
_
DRAINAGE AREA - .25 AC
4
015TURBED AREA = .Oq AG
q
1
CWxLxD) 30'x10'x3.5'
WEIR LENGTH = 4'
1
704.484.1731
i
SEDIMENT TRAP #15
'
504 5OUTH DEKALB 5TREET
DRAINAGE AREA .34 AG
4
5HEL13Y. NORTH CAROLINA 28150
DISTURBED AREA = .Oq AG
9
'
CWxLxD) 35'x10'x3.5'
WEIR LENGTH = 4'
LATTIMORE AND PEELER SURVEYING
i
704.538.3443
105 LONDON ROAD
1
LAWNDALE, N G 28080
'
TOPOGRAPHIC DATA FROM BOTH
GROUND -BASED SURVEY CPROir ILE)
'
AND ELECTRONIC U5G5 INFORMATION.
1
r ,i �
� t ~♦
� T� 1
i
r
Q
�p
r / .40
j
r
op 100*
POO
Woo r
! � bwrwr w•r rr..•• �.+�`
\
` \: � \�
1
�� � 1 � t
/ ww
1
;
r 1 ��
•
r
•.0"o
JF
/
00 00
ZwM'..r•w•.
w •r.ra•.r.+.rn.►+r r r r r � «r+ w �• .......bww..VYM+.�
A• w N.1Mw�.�.�•.�..... r �• i+�Mw•• M w
M.Y.M j� I....w.OYgwwn.�1N 1 r•w..buw�.•.. •r w wa�r.r.+wrw
r - r w M�•�M.+rY.•
• w +rrrr*r.ww�• .r
5
w wwr-w ws�wwaww�wrwww.ww wwwwwir-+ w�- w�rrw. �-w r. r. w�--
�- w�{- �www� --r•�+- wwwr..r.��-�www/ir--��. �.w.w-- w.q�..w www..-w'w.-r•rw�rw
/ 1 �
- w�r.w-�-��w.ww.- wwwww��.
AD
r
j 1
•• • K~•~ r•�•�•I'
►\ • • \tirwJ
/
r/ �
� / V
• •' • TDDw[3,p
rr +.w•�r. M. M wr r• u,.•nr•.r.�wwti•. v •..�ww.•u►•••M
r
�TOE
+ •r .. M w ..w•- ww.•Mw.+w•+ ► ..
w�.�..••�. �.�•ww.+• r r w.w.•w.+�w..ww r..w+.r.r.r •. r.�.rr.w..�r+«
r .......�+.�.�.wwwr w v w...rr...rrr+
\.rw r,.•v
/mow•
•
FARM ROAD CS
branch
00.0-0000
GROSSING 05 CPIPE 05)
30 LF 48' HDPE • .5% 5LOPE
INVERT IN - 805.5. INVERT OUT - 805.3
NO MEA SURE 5 IN STREAM
TRAP LINER FOR TDD"Av LINER FOR TDD'013'0
10 NA TURF RENFORUWNT MAT OR 12' WRAP
11 NA TURF RENFORGEMENT MAT OR 9' WMP
12 NA TURF ftWORCEW MAT OR 9' RFRAP
13 TURf RBflvvr\vEMENT MAT OR 6' WMP STRAW W/ �Si OR FIDERUA55 ROVNG
14 NA 5TRAW W/ WT
15 STRAW WAIT 5TRAW W/ NET OR JJTE
COUNTY LINE RD
TO RUTt1ERFORDTON
TO RUtfiERFORDTON
WOMAGK RD
5R1315
TRANSMI5510N LINE
WOMACK ROAD BRENtER STATION
BIG LEVEL RD
NORTH
VICINITY MAP
NTS
'NC HWY 105
TRAN 5MI5 SI ON LINE
TO MILL SPRING
____��rrAK•r� 1 /
.r..r..r..r.•w +••r•.r••rwNitLrr ~� Y
/40/
,,,t%,%1111/,/ /•,,,
.•`�� '�� CARO4 ��''�•
to
•o
• •�
i •tit • -- •�-''"
r i
00�i T ••. i -� ate,,
BLN•
ER (D 51 (DN CONTROL PLAN
RUTHERFORD ELECTRIC MEMBER5111P CORPORATION
TRANSMISSION LINE
WOMACK ROAD TO PEA RIDGE 5UB5TATION
POLK COUNTY. N C,,..t
THIS DRAWING IS THE PROPERTY OF FRED B. BLAGKLEY. ASLA
AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR
IN PART WITHOUT PERMISSION. IT IS NOT TO BE USED ON ANY
OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST.
G � \DW G5 \REMG07 \WRPRF \53WRPR.DW G
01/31/08
10/30/07
03/20/07 53WRPR.DWG SHEET 3 OF 9

0
0
clu
co
0
C
Li-
CD
0
CE
CC
L0
/
CC
iZ
rr
/
U
E
CD
L
C!�
3
C..)
1
,
1
5.1 GRO551NG G
1 q
TEMPORARY GR0551NG
TIMBER MAT — 16' LONG x 12' WIDE
,
2 2 8 ROLLED ER O 51 ON CONTROL PR ODUGT
q 9 q INSTALL OVER ALL GUT /FILL 5LOFE5 WITHIN 50' OF 5TREA11
*3400 5F THIS APPLICATION — VERIFY
It
Ile z
N 00
of
1
1
1
{ / / •\ ,
\ ♦♦ i•i -•••1 t�tii••i�•1 1� � 1 � 1 1 1 �� ~�.� '�`• j ..�. w
1
♦ ��..�� `\ ` '•�
00 ! / I 1 \♦
IW
1 i 1 t � i ~ °�. ! rte'+` ~� \ ~ t `•\
1 1 t \ \ ♦ \
J
branch
\ / r
/
/ /
10 00
� 1 1
1 1 �
•� f r 1 t i 1
% ! I j r 1 �• / 1 � f i j � �
..w. +.... �.rr..•.+r.r.v.. « ... • wrr.r +• _ ......w. .. a .. rr.w..w..�w..... r. +.•+rrw•.....• r _ « a .•..w...+�...►..• r ww.+...rrr .. a w.wr.r�.r..w w _;94 .r .r wv....rw.w.rrr r .. Mwwr+.+.www r .� +.+. w r wrw..wrw...w .... ww�+.r.r...•w... r .�ww.+...++w....a+ a w r+M .....wrw«.r..rrwi.wo�... •. • at» .r.w.rr..rrw'+.�. w .. .•+rr.�.. r - rw.+r.rw.r w .w� r •..wwrr.wr+
t
J F J ` 0. wwwo
it � ` ///
J ✓ri � i i
TO
{ 1 r tf t
I loop
too 460 4WD
40 saw
soft dum ant M1,
. wr. .wr.•a�r�wrw._w.w._w.w�.ws�ww.r _wr�_wwr•_wrar_ww"._ r_r_�w wwwwrww�wr www rwww_www_w�w�w.r w�ww._ww� ww�_www_� •� /� _ �. wr. 1. 1�._ w�_ �w.. �r_ �r_ w- w�._ rww-_ �__ w��_ �Iw�_ �_. w��r._ ��_ w�1�_ ��_ wl/ �_ wl��_ ��_ �1/ �_ �11/._w�_�.�_w..�_�._wwr.��_.�. •�._��_r.�r_�I._�.wr_�_.�Y.. w1w.r_�rwr_�r���_�.r_�.r_w11�_ _�
r........•.... .•...v+.•......wrr..r.+.+r....r r a a w a ., rr.r•..rw.w.. w r .w"•w.rr.rar .....rr.a..r.rr....r .. r .a.r...r...�ar• L ... !• _ _ _ ,,, •, .,••w.•..........•..., r .........r...r....•..,..... _ +rrr.r.r...rw .... ++rr..+..r+.+r.+ • a ...,.rr.•................. r ........r►.r.r..r..• r .•........r.rr•..••....... «r.r..rwwr.•r ...� ................•..... •. w.w....r".w•...r .� .► •wr r r .ww.w.wwww.r r r + J— wrwww..r.•+•wr .. w .. w .wr.r.w'...'..rr r r ..•..r.........wr.� .. I 1 r .•.�......t•w
1
! i
' , /fir/✓ r! /! ` `\ 1 t !
do
01 01
ell
40 40
! 1
j
1 !
1 4
KEY TO S l j
.. w .....�•r.n.wr +w .. •+ f
t � fr/
1
{
CENTERLINE EX15TING TRANSM1551 LINE - TO BE R UILT
I
100 RiGHT OF WAY. POLE LOG TIONS SHOWN
actual limits of disturbance not shown due to scale and for graphic clarity
• --�-•w
all work within 100' right of way; minimize areas of disturbance
f �--- -- EX15TING CONTOUR
PROPOSED CONTOUR
F-; -- POINT OF NO GUT / NO FILL
r
j BRANCH / STREAM / WATERCOURSE
Wa
':.
TG
i x SON immtV00a WOW
iiiiitili
(Z)
NORTH
DELINEATED WETLAND 5
IMPACTED WETLANDS C SHADED)
TEMPORARY CONSTRUCTION ENTRANCE - DETAIL 1/q
51LT FENCE - DETAIL 2/q
TEMPORARY DIVERSION WITH TEMPORARY DITCH LINER - DETAIL 3/q
DIRECTING RUNOFF TO SEDIMENT TRAP
SILT TRAP WITH BAFFLE 5 - DETAIL 4/q
not to scale
BRANCH GR0551NG CFORD)- 5.0/9 N.A. THIS PROJECT
TEMPORARY STREAM GR0551NG - 5.1/9
TIMBER MAT COMPLETELY SPANNING STREAM CHANNEL
NO STREAM IMPACT. NO 404 PERMIT REQUIRED
`�- PROPOSED CULVERT
PROP05ED CULVERT WITH INLET PROTECTION - DETAIL 6/9
PROP05ED CULVERT WITH OUTLET PROTECTION - DETAIL 7/9
NO INLET OR OUTLET PROTECTION IN STREAM
3eDETAIL NUMBER
q REFERENCE 5HEET NUMBER
SCALE: 1"= 50' -O'
O' 50' 100' 150 200
It /
r`
I rr�• rw. a..ry/ .I •. / r r,awr
•'•rw w.gr•w.rs� ✓' /�/ ♦r I' • /•,I' /w..M..*,ri y„/ � /r�,rw
�� �� .�•
..... w•N Mr..•. I.�••' I�N•Vi.M �• / / 1'
Ae
-aw of
�M,- ...'""""""`'�' ..�• � it !
wo.r/
r.../ // /
v or lop of
/ /� /
`t
%L 1 %
� 1 I
ti It 0
1 t
\. t 1` ©..
5EDIMENT TRAP #IG
DRAINAGE AREA = .38 AG
DISTURBED AREA = .14 AG
CWxLxD) 45'xlO'x3.5'
WEIR LENGTH = 4'
i
SEDIMENT TRAP #17
4 DRAINAGE AREA = .23 AC 4
q DISTURBED AREA = .Oq AC q
CWxLxD) GO'x10'x3.5'
WEIR LENGTH = 4'
FRED B. BLACKLEY, A5LA
LANDSCAPE ARCHITECT
704.484.1731
504 SOUTH DEKALB STREET
5HELBY* NORTH CAROLINA 28150
r AO 00 4e
le dop
oe do
f
.00 dot 10
01 10
j/ / w• /` Of or / / of
or 10
10 de OF LO
oo
/ �'r/ rr, .�''�'r err �'�r I .-rte !' /! % // /44
1
/ / ! ! / r/ '' 'J' // •• I/ oo / I / I � r / r /
Cb f Ae r dr / /
i 1 / / / // /r // '
/ r' .0
.Ir . • r r w •. .rwr..r..•r..•r.�•. r .. - w w•.wwr•w .. ••..w•.o..w..•.rrrr. w .. w..► '...• r .....r•+r..wr•rr• r .rw•.•w.+rw.r r w. w. _ _ r rw•wr.w_rw. _ .r w+•••.•• .... wrwwwwrrwr�w. w r .. w w w -�-- -- ...+ rr.w.M.w.r++r ovw
It .01
. ���� .r+ ..,� ....�,_.. �elm 4 i �aiii�4wr`am w��r��w��w� � gmwdm r���r�r��i�ar� � w����
— �...}. / /,� 1, ,i 11lM! 1116, t+M i --,
YDD*A 000
o0I 01
ol *0 TD00A*
1
ww��_♦�_�_ _wry . ��r�_1/��_.�rrr _��_�_��r.� _�.r�r�_wr�.r _omenw._.I 11 awAI _.00.a_ rr.- r w.wo a• w anon" _�r. La_���_.�._rw�� .rte._ _��r • wry _�.r•r�r�_�rr�r_�_��rr_rwww��. _.�.__wr._ . ter .rw�arrn�r�_��rwr._��r.�rr.�_�r NIP A
t f / l !
E3I
'j'' 5
�l�► ( 1 / l !� ����/��r�i�r � �� ��rr� 1 ���
�
;,�'
/ - i�...... ••. .�.� !• i i I Yi i i�eit i l iii i 1 11iY� i 1 161 f iQ1i � l 1 ... ....r...... �...r �.....�.�.. x..40" 4�....
1 s
..rnrarr....•rTr •. r ..•+ r« a r •« w .•..•.rr..+..�•w•r «.• .. « w r r wwww."r.. IF
ao
or
1 1 + 1 ♦ \ J / J r / � / 1
O
ej
doe
ao
eo
oo
ol
\ ♦ ♦ . 1 r !
r / I I \ �, \ i ♦ ♦ \ 1
``►, �.` �\ mow. '�\ �.� `�\ ♦ r.♦ ✓/ \ � 1 , 1 �••.� ♦ \ � � � 1 �'�\ `,
At . \�. °•r It \ /l \ rte' I 1 l ♦ 1 1 1 ♦ 1 \
DITCH LINER 5PECIFIGATION
TRAP #LINER FOR TDD'vA'v LINER FOR TDD'05'*
IG 5YNTHEI MAT OR BLANKET W/ DOUBLE NET 5YNTHEI MAT 00N BLANKET W/ DOUBLE NET
17
WD WOOD MAT OR BM W/ DOUBLE NET 5TRAW W/ NET
COUNTY LINE RD
TO RUTHERFORDTON
WOMAGK RD
5R1315
TRANSMISSION LINE
WOMAGK ROAD BRf.AW 51AilON
BIG LEVEL RD
D NORTH
VICINITY MAP
NTS
Cl
M
TO RUTHERFORDTON
'NC HWY 108
TRAN5MI55iON LiNE
TO MILL SPRING
,0%S1111118881, 1
6\A CAR04
44
0 e. 8L AGE ���•
ER05ION CONTROL PLAN
RUTHERFORD ELECTRIC MEMBERSHIP CORPORATION
TRANSMISSION LINE
WOMACK ROAD TO PEA RIDGE 5U55 A 0N
POLK COUNTY, N G
TYIIS DRAWING 15 THE PROPERTY OF FRED B. BLAGKLEY. ASLA
AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR
IN PART WITHOUT PERMISSION. IT IS NOT TO BE USES ON ANY
OTHER PROJECT AND 15 TO BE RETURNED UPON REQUEST.
G:\DWG5\REMG07\WRPRF\54 R R.DWG
01/31/08
10/30/07
03/20/07 54WRPR.DWG SHEET 4 OF 9
LATTIMORE AND PEELER SURVEYING
704.538.3443
105 LONDON ROAD
LAWNDALE. N G 28080
TOPOGRAPHIC DATA FROM BOTH
GROUND -BA 5ED 5URVEY CPROFILE)
AND ELECTRONIC U 5 G 5 INFORMATION.
0. "► /a. ++••... w•�••w"r ,`� � M� • r.•ti.•
/// 1.,, �I /.w...•a.,w.r. rw «.+..r...dw•+w►�r
w1i ""`•w��,r" .0�„r ✓•r ' /'I ' f ✓�' 'w,.r.. I, /
00 oft
/rr // .fir iv Iw""I
/��rr,�/ /Mr rrA'r ✓ ♦ ✓ ✓// 1 r' ✓
r.r /
#0 ap
/�•r // '•r w+
/
fw.w , w� •.� „ ♦. �.7�r ►•• rr
' r / / /J
� \ �1 '/ ' ,. I� � Irr« w•rw.►•.! '/
.' / d►
/'' ✓
/ Mr✓ / '✓ r.M •'• / r r.r ... / rr/ ✓ /
00 ✓ / 'I r 01W
/ 0 0 / / /✓
or 00
% ` /
r /I / oe
rw ✓,r
- ✓r .' f��•.+ r.••'� r
I � ��,,,.rr..►.wN'� f /// /! /// � j
/ r r,r i•••••�' . A'
/
// •/ I
00 106
of
JeAo
.0I bo
/✓
OF
OP or r
e III
✓
•+r //y ,,.go''0
/•/ % // !0r r
// i 00 // 00 //
of
.Mj ] •'J'w'•i••ww / f // OF r' /~
�Mi
&_ r"'r L.-I // // I
0. AV '' r�'•'� ♦''.rte /, / .0p or
✓ W.
' /A, I1
00 ✓ •'0
% r► './ /.•
i✓
I ww. 4P/
�
/ / ✓
ow Ile or
// � � / r /✓r
/
r,,.✓ .► ! / // ./ /
r,�...•.n...•."'r'....w""'A /...r..+•....'...�•/ � % /.0/ � )/r
/
/ / •► rte'
..► 1 ..- / OW go ap
♦�,.► /✓ 00 AV 01 411111` / r'rt '�,...w.• f /
✓
of
/ //I � r .Ir ✓✓ /♦ /♦..✓ "'I OW
40, / //r M
'r,.v ✓..- n„ ..__4Pd0 �� �. ,.M•w..•A .+! ! % 14 / /
%/ 00,
!♦ /� r✓/r
of +01
I
r ✓ ✓/ /r
a,
AV 01-11 --
,,
1
.r ..
,/
If Z 00 00,
/•
f 00
r'” aa..1410 / f /
or Je
/ 00 //
(.) 00
00 10,
i
10 00 40
00 op W. 04 .0 11, 01
lop .0 00 .01
r AO 00 4e
le dop
oe do
f
.00 dot 10
01 10
j/ / w• /` Of or / / of
or 10
10 de OF LO
oo
/ �'r/ rr, .�''�'r err �'�r I .-rte !' /! % // /44
1
/ / ! ! / r/ '' 'J' // •• I/ oo / I / I � r / r /
Cb f Ae r dr / /
i 1 / / / // /r // '
/ r' .0
.Ir . • r r w •. .rwr..r..•r..•r.�•. r .. - w w•.wwr•w .. ••..w•.o..w..•.rrrr. w .. w..► '...• r .....r•+r..wr•rr• r .rw•.•w.+rw.r r w. w. _ _ r rw•wr.w_rw. _ .r w+•••.•• .... wrwwwwrrwr�w. w r .. w w w -�-- -- ...+ rr.w.M.w.r++r ovw
It .01
. ���� .r+ ..,� ....�,_.. �elm 4 i �aiii�4wr`am w��r��w��w� � gmwdm r���r�r��i�ar� � w����
— �...}. / /,� 1, ,i 11lM! 1116, t+M i --,
YDD*A 000
o0I 01
ol *0 TD00A*
1
ww��_♦�_�_ _wry . ��r�_1/��_.�rrr _��_�_��r.� _�.r�r�_wr�.r _omenw._.I 11 awAI _.00.a_ rr.- r w.wo a• w anon" _�r. La_���_.�._rw�� .rte._ _��r • wry _�.r•r�r�_�rr�r_�_��rr_rwww��. _.�.__wr._ . ter .rw�arrn�r�_��rwr._��r.�rr.�_�r NIP A
t f / l !
E3I
'j'' 5
�l�► ( 1 / l !� ����/��r�i�r � �� ��rr� 1 ���
�
;,�'
/ - i�...... ••. .�.� !• i i I Yi i i�eit i l iii i 1 11iY� i 1 161 f iQ1i � l 1 ... ....r...... �...r �.....�.�.. x..40" 4�....
1 s
..rnrarr....•rTr •. r ..•+ r« a r •« w .•..•.rr..+..�•w•r «.• .. « w r r wwww."r.. IF
ao
or
1 1 + 1 ♦ \ J / J r / � / 1
O
ej
doe
ao
eo
oo
ol
\ ♦ ♦ . 1 r !
r / I I \ �, \ i ♦ ♦ \ 1
``►, �.` �\ mow. '�\ �.� `�\ ♦ r.♦ ✓/ \ � 1 , 1 �••.� ♦ \ � � � 1 �'�\ `,
At . \�. °•r It \ /l \ rte' I 1 l ♦ 1 1 1 ♦ 1 \
DITCH LINER 5PECIFIGATION
TRAP #LINER FOR TDD'vA'v LINER FOR TDD'05'*
IG 5YNTHEI MAT OR BLANKET W/ DOUBLE NET 5YNTHEI MAT 00N BLANKET W/ DOUBLE NET
17
WD WOOD MAT OR BM W/ DOUBLE NET 5TRAW W/ NET
COUNTY LINE RD
TO RUTHERFORDTON
WOMAGK RD
5R1315
TRANSMISSION LINE
WOMAGK ROAD BRf.AW 51AilON
BIG LEVEL RD
D NORTH
VICINITY MAP
NTS
Cl
M
TO RUTHERFORDTON
'NC HWY 108
TRAN5MI55iON LiNE
TO MILL SPRING
,0%S1111118881, 1
6\A CAR04
44
0 e. 8L AGE ���•
ER05ION CONTROL PLAN
RUTHERFORD ELECTRIC MEMBERSHIP CORPORATION
TRANSMISSION LINE
WOMACK ROAD TO PEA RIDGE 5U55 A 0N
POLK COUNTY, N G
TYIIS DRAWING 15 THE PROPERTY OF FRED B. BLAGKLEY. ASLA
AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR
IN PART WITHOUT PERMISSION. IT IS NOT TO BE USES ON ANY
OTHER PROJECT AND 15 TO BE RETURNED UPON REQUEST.
G:\DWG5\REMG07\WRPRF\54 R R.DWG
01/31/08
10/30/07
03/20/07 54WRPR.DWG SHEET 4 OF 9

co
0
Oj
0
M
Oj
0
0
a
cc
a
3M
/
0
EE
L
U7
LO
O
Cl
1
1
i
�,�, ter/ -// / j / ✓/ r/
r•'
/ do
.,. w
.► 10, i J 04 !
1b / / / / // /
01 j4 00 40 / r Ad
jr 01 OW or Aal or / / / 41 to
oll 01 #r // so r. 00 r 00 /.r 40 .40 00
OF r /
/ / ♦rr / // 01 01 .• ol
r / / ///✓
/// f /✓ / //
11 41 00
/
~ V /
�
r/
/
1 � s
It of
i
L0 t t 1
r CD
wa-..��•w�- �w�-�w.- ' -w.�w w. �-- �_ w�-- ��- � .- wa����...�-www�- ��-�r• +�w-rrr -r-- .�.••-
�
a 1 1 4 1 I
TDDT/ ;
•, / ' 1
.�M.�w -M• y. M . � I...rI.N.P.r.,..�y.r M w� w N Y-M r �/IM.YY�..M....•r V M Yw��..nM++.wI.. - �...../�ww.._.�+.� .. M vw.�.wM+.�...�..�6 yI Y �'.�.w�'••�.� /. V .
` t
J /
{
//J
l l
/
J 1 j I r
t 1 1 r I
� ; 1
0
Ln
0)
1
KFY TO S
' � -' .w► `�►` 1„""r••'- ....fir .� ```�►v► ~'��� ~wr �w.wroa 'y ~ ^1
/ w1 ! �/ ♦� / I/ / ,,.r `y� � �► 1 � *1
/1 A�'•y,.r....+.a...... wq �.,.......�...� // /%` fr"' /I /✓ rw.r M ✓� /t .•^''- f�,,.r• ✓✓ II / / II .01 00 '0r ✓ / r / ! A, I ♦r r�..r " ..'•r r�r yra,w ,...... ^.Mwro• 0,/ r,,,.wr...r •.+•r. wr.wrw....... •..�r r,4y �`` ` w.....�.... �....•........ a'~•'�r •r.V �`b y ��~ `•`► �` ♦`y �►` .` y�1 '�� �`• "►♦ r ~V wr y +\
OF 4
~"►y
✓ Ni yr.•*/ // - .W. •I ♦ r/ r ♦.0..0e I.1 .00 / ✓♦ ...ww « %b "ft *6 •% ` v ti..,
~r+►1.
•~,~,,«4 y`",'_
✓I'
/ '0 .0 00 r„nr•"' // /✓.✓ I/ II to r/' i ♦I + f•+yr,•.• r-wr....a►wr r y.Mp,,,.•r ♦,.a -'•wt y v.,y .r.+. 1r' / / / ✓' / f wr.r ! � n.` / ✓✓ I '✓ '. i..rr.rri ••. u.. w... ✓' ,,,,,..../ r+".r rr,. rw..•....wr...w . ti......•w... ..w` ''.w�'.�w ' ... �`'w •+ �. 'y w'V �' . sr+rw..+rw...r,.y y M'vr 1r'rr *A* / r► yy %'ry r `
to ✓ nr ti w +n. I/ i / / 00 �"✓ ✓ .. w -ftl v 4h.'- .r +�► `�.y,` 1 � �`,••�'r�....w1� '•+wy t
Of `~'•
rr
�, r. /✓ r� / /, ✓•I rN,,.A.,,,.0 rM�.M „r ...y W"rr .........M+. w.....rw._ -''�. ♦`` .b`y �` 1y �+.`
/✓ /I✓ ♦�• �../ f✓ r,,..I r�•r .u.s.w.r""'.✓ ~'-►y �•4. \\ ~�'r. 'r1►w,• ....e.. -�`` \`�►
.•'p• rte.. •r'•�"'1•�` r+•'•• r' /•r/ I/! i01~ '✓ // w.wrr/ r••�w, �.•i"n`M�' w...w..wwr..... /✓'•" ^••. v+... •.. �...,,,ww.. `yy°"'v.. '.'M'w r.�1 •hr`y ♦•R.1
/ �•� ~'�ti` �'"/ ./ /�' � •' r..•r -0/ ' ,
% r, .r" ..r✓ + /✓ I .'' rII ✓ ✓ ♦/ ✓-"r rwrt - - .w.r y. U.•..r + +M,,,rr .d.r.wv �r. . +„"w` ��•••w• .w,. ++.y+•wr..»y 1'� �►', ` ♦v ` `.r. \` ~\
7-b // .,,I .0 A- I '
\
/r ,,.rr ,,.r• `'•"•w.� ~Ati 1R `•� `• "% �
00 �. ✓✓ _„� ✓✓ ✓r'✓ / r'�' ./"'•�'� _r,.�... ... w....w •.''ra• +.i ` �•'�`""w,� w1► �4 �y �►,y'V ,'►ti �\ 40.4 /// /r / / / /err a, / ✓rI *0 r /I + ✓r ,�✓ ✓rte,+ N, .rrr ✓rw,,,.rr • tivwr�,•,..w•..'•r••••,.y,,,��.. �' \'` `�'+.` 1,• ~ter ``�..„ \`` \ \i 40 01 / / �• /r ✓rte r..r..+•A'�'w MM..m�...r.Wr...r.r -uvrw wr wr.M.w..,,..y w, r..,,, �y ~1 'r►•�4 r. �� �� �1 ill / +.v .rwr,y� ✓/ /,/ 0." 01 0- - ✓ /,♦ r• . rr. -"•'rw �. 1
/ ✓/ /♦ /..✓ �r - ,...'".. \\ 01 01 /Mr�,..i.'".wrr• I / ✓/ ' / ✓'W ✓ / J/ ✓'/ ✓ r / ✓r• M +w /r�y.,.w i�n►v w ` w ~� \` ~�..` \` elk �,/Ir✓ �''' .00 .00 /fir r,�/ / //y .w.w.+M".'M+- 'i•...rw...r.I• . �.+. rru.. wr •�'"•'w.r.w.w.+.r��r•r+M.rw.+v .rM+rM w.- .W.o. w+�+". +. y��•r+ ` ~� `1� \
r•r1"'" // / // // y..► ✓~ ,.•► w..w.. » .- ...«......,.+..,,,,r.►v...uw. ��''., \�. 1% `♦ �'\ `\ \ 1
/ r ✓+,�,ww «r.rr '✓ / rr/ e# .00 // r,r/••I ♦„M M'••�w �' rr..►«.�'"'......�w"'...v♦ .t`� �►�� \` %b 1% `` `` `\ Ap 00 le Il // I r ♦J / /•I .# / / jIr wr.,•..wwr w,w.�.wrww «..w..w....... .,..wr..»...�,w.r...ti `�►� \1 \ ~\ \\ \ \
i/ r/✓ �,, ,,� // rIr I ✓/ // / /✓ '� ♦✓ w,wI / / •n.n r /.0 '.► ! //I I w,l J•wr ✓rr.�rw... ✓M¢, ««...... rMw,w.�.w.`•' rryMrw.w, M�rM,,,r.r. "". .w.rM--- .w --ww
/.0p ✓.w ✓ .00 f / // / /I + M..... -.` wti.w `` �` '� ~1` 1`\ \ ♦\ ♦ � `\ 1 Of `�► `�
`, ti` \•+�� \` \` `� \`\ %�
I ✓rrr ♦// �/ // ///
r+ ter ✓,�~ M / / / / J // /A/ .. ✓'rr vwr +'� �.
\`\ \♦ \
// //r / / / / / / d e ! / ✓✓ .-1 0 \ `N \ \�, ,` \�► \ \ \\ If
r 04
//
1
/i
Q5 0I
0 00 I J I
ap
J
/ w r ..r.w.w.i.M+M r w w w ✓ r .MM+..r•NM...M� r _Mr..l......• -+�. - -. /. w .. w- 1r�..�.r.�w.r�. r .• wr.+- w.�.w -• r .. • • w _w�+...r�•••..�.• w ..•..w.a+r~w..+ w r w....M.wr.+...+.w+ .r v �.•+r..wwwr.+. +r _ ..wa...w++r• ... w wr..wwwrMwr. w w M�.r'W .+ w wwr�wwMMw�.�w+wr + • .wN.wr.�wr.r Y . •• �••
�
do* - �1��r�������� ������ ✓..�rr+r�r..++•�V. r_rwr ♦ ♦r ✓r If
TDI)tA'p
OF
• . rrortr rlrrr�llr rrrtrrr(rrr>Nr#r rdrtrt�ti�t
% w+
/
Tw��r1��.w ��w.w��- �--. r- r._ w. r..- wwwr_ wAr•-- 1�. rr. w�. �1A��- �. 1.- �- wr- �- rw�.- Arww. 1� .-�.w�rw��-w�r.- �rw.�w��--r�.-
.-r- -aa.- --- w--�.w .r �-...��.�. w� -- -��w�ww��r-�r- ww --.�• w0 oil EI -�- -- ---- 00 X
jrle r /
r
OF we
i / !/
-Al,
1
T DD E3
if / // /// r// w. ..r M+.w �.- ~-•w•w w•-'.- ti...ww'nr�y' \
fr
4� 4=0 4r 40
wwar4� 4� ��+���warr��r� , �w��..r��rr�� all
A 74 / . - M W./1�.•.hY.MMNOY N M. - M .r•.wMM�M/'��.... _ r �Mn.�.�M�. -.�.- 1.� r rW.- rwn../- .Y1 -..Y M MV�..1.- ...►...- .1 rY +.M//.w�..Y.Or. -- w M YM.�W./W'� w r Nr•IM/O -.O.N� V 'N Y. rw..bi..114M.YYM M .V W r �•M14W/V� -�A M M
All
.0.01 gravel driveway
J Ole /
0100
r'I/ // � w +_,`y , f��www \\ / ✓ «.....,�wrMr�
00
�.
/
// / /
'1
i
1 1
foot
tM �\ ; `� ••wr•'YM.Yy�y./.w M.V•r �. wYY�.. M.wA ✓•�•�"✓ I r/ ' ✓�I
r /
00 e dill
.......... GENTERLINE EXISTING TRANSMISSION LINE - TO BE REBUILT
100' RIGHT OF WAY, POLE LOCATIONS SHOWN
actual limits of disturbance not shown due to scale and for graphic clarity
all work within 100, right of way; minimize areas of disturbance
EXISTING CONTOUR
PROPOSED CONTOUR
POINT OF NO GUT / NO FILL
--
BRANCH / STREAM / WATERCOURSE
a ---- --
DELINEATED WETLANDS
' '••
'�rlr • i�'�i�''#� ip�E� iM��i�i'��i''
IMPACTED WETLANDS C SHADED)
TGE
TEMPORARY CONSTRUCTION ENTRANCE - DETAIL 1/q
,.,,......._............ --
SILT FENCE - DETAIL 2/q
` ,,", woo a goa 5 NA AM
TEMPORARY DIVERSION WITH TEMPORARY DITCH LINER 'w DETAIL 3/q
DIRECTING RUNOFF TO SEDIMENT TRAP
.
SILT TRAP WITH BAFFLE 5 - DETAIL 4/q
not to scale
BRANCH GROSSING CFORD)- 5.0 /q N.A. THIS PROJECT
TEMPORARY STREAM GROSSING - 5.1 /q
TIMBER MAT COMPLETELY SPANNING STREAM CHANNEL
NO STREAM IMPACT. NO 404 PERMIT REQUIRED
PROPOSED CULVERT
PROPOSED CULVERT WITH INLET PROTECTION - DETAIL G/9
D
PROPOSED CULVERT WITH OUTLET PROTECTION - DETAIL 7/q
NO INLET OR OUTLET PROTECTION IN STREAM
3
DETAIL NUMBER
q
REFERENCE SHEET NUMBER
IN NORTH
SCALE: 1x= 50"-a--0`
0' 50' 100 • 150" 200'
Or //
\
DITCH LINER 5PEGIFIGATION
TRAP #LINER FOR TIDD*A-'v
\\ Nib
All
%
0.
r.� \
\`
T DI�
s t
/ 1
1 `' %6
\M �
LINER FOR TDD`5`
18 5YNTHE'r MAT OR ftAET W/ DW NET STRAW W/ NET
iq NA TURF RMFORGEMENT MAT OR 12' RMP
1y r/y
I COUNTY LINE RD
ww �
FRED
BLACKLEY, A5LA
LAND5CAPE ARCHITECT
1
704.484.1731
t
' 504 50UTH DEKAL13 5TREET
SHELBY, NORTH CAROLINA 25150
1
1 LATTIMORE AND PEELER SURVEYING
704.538.3443
105 LONDON ROAD
LAWNDALE, N C 280go
' TOPOGRAPHIC DATA FROM BOTH
�.. �..�. GROUND -BASED SURVEY CPROFILE)
' AND ELECTRONIC U5G5 INFORMATION.
y`y ✓rr ;
�\ ; • 1 , ~y
j !•
I. M
I•,r ..,fir ♦r ti`_ .�
I
1
1
�w
oillo
Nk It.
w w�+rr•w••r•r•w. • mill
ric iLU MI i
\ i
w�1.ww�- �-wa�� �--��-�-- •�w�M.�wwAl�1. -�.. -.��.r r� 1��.�
a r.r..._.+w+..•.w'� w. w-wrr.�w�Y� +a'+ w M 4 .w.�...r+.+...�..+�'+` w r �.y......►.. -.►rw .. r \ .. ...+...+
'4L
I it
1
1 �
1
TO RUTHERFORDTON
TO RUTHERFORDTON
woMactc RD
SR1315
TRANSMISSION LINE
WOMAG( ROAD 9REAI(ER 51A110N
BIG LEVEL RD
NORTH
VICINITY MAP
NT5
'NC HWY 105
TRAN 5MI 5 510N LINE
TO MILL SPRING
lb 40
•
S
AN
BL
ER05ION CONTROL PLAN
RUTHERFORD ELECTRIC MEMBER5HIP CORPORATION
TRANSMISSION LINE
WOMACK ROAD 10 PEA RIDGE 5US5TATI0N
POLK COUNTY. N G
7H15 DRAWING IS THE PROPERTY OF FRED B. BLAGKLEY. ASLA
AND 15 NOT TO BE REPRODUCED OR COPIED IN WHOLE OR
IN PART WITHOUT PEf2M15510N. IT 15 NOT TO BE USED ON ANY
OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST.
0:\DWG5\REMC,,07\WRPRF\55WRPR.DWG
01/31/08
10/30/07
03/20/07 55WRPR-DWG SHEET 5 OF- q

0
0
cv
Oj
0
CD
Ll-
1-
0
cc
Cl-
cc
Cr
0
00
LO
3C
0
U
i
1 SEDIMENT TRAP #20 --- 8 RC
DRAINAGE AREA = .56 AG 4 9 IN5
1 D15TURBED AREA = .Oq AG
CWxLxD) 55'x15'x3.5'
1 WEIR LENGTH - 4'
9
TE
TIr
1
2
1 q INSTALL AS PART Of STRUM MOSSNG
1
1
1
Or \ •.••r...•.
^'� I �``\ wwwAv .'w«.....rw'•'�•w.r.+..r....r w �/ /•, f *'yJ � ' ` Z\
1 '� J •• /•• �1 1 1 �' ti. '�' v yr
op ow
•+\ / ,/' / / r i ` •0000, +., r •,,.+
�. \ \\ •/ /' i / � \v,ti� `/+/ �\ ` t wM "' 0000. r.»... r
'••fth ' •0000.+ / \ S \ ....,,,....y rr
\ +• ♦«.• r w• .r 0000+. \ L ', •� r /
r/ � / r � _.r •�w ....e+v...., �. e►.w.,y,\ \a 1` s.r r. «w /
/• \� ~4w•~• •••.•.w.ww- „. ✓•�••�"� `'�'••• -�••► „rawr„^..r'•'•yr/ ` \\ _�,•� + ~~•1�„ ..►.•..,, +►r..•••..r•"�w• -✓
1 �/• �”- +. «M...�Mw, ,,, •.•h w.w.+.•....r w.w �..^..- w. w y•w i. •. .+r• y �`\ \'�"v ~`�'\
ti� y
%• 4` ♦,, \` `w w \ 1 'v,,.
w
`"•� \`\ `�`\ \ " w- •••0000, .....�«
Z:) ~~'v.
\ f.� \, \` "' .r »0000,, .....N......e....�.
........•...�.. �r.rr.•r.•r.. r-.. r... w.. w..`.. .r.
✓0000. «•� • ✓,. ✓..r �.•, \\ `
��{•• /' w ------ ra ✓yam,. �'•�'• / '• \' \ \w \ '` `rti
r ••
•� °•��`."^'..v...,,.•••'• y �\ 1 ✓''y.A ". rn"yw.' +..rte\ rrww./ ~" `,' •'�..
1' y
57-0
branch
�r
l y..•
1 1
= asphalt Ariveway /
Ole
•� /
� `,• ``'�•,.` j r// µms/
of
�`�.�,.r........_...... - ... a.�. r.�...., ... - - _ -
[3 yc
.-. 0000 ._ r .. - - _...�... ~.. _._ _ — ,___r.. -.. �.... .
Ili[ IIi�iE�i� i Pit i 1� i lii i i�
r
i i l l �, ,,� / / ,
r//
% t
�• ��rr>_r r�rr�� rr>•- •.� a-IT.i�r -w �r•rrir r � • - • -- rrs..�rrirrr rr-
% ♦ 1 t I /
op- le-
10 e 011
jor
TD1)'vX%
00 / / / / /
\ \ ♦ 1 r `
S.
\.
IN
\ ` ♦ \ r t S 1 \ \ / 1 ♦ r 1
\ ` `\ \t `� \, 1 1\ \I ••\ \\ � t 1 `\ 1 1\
1 ♦ \ s 1 t t t i •\ t t \\ \\
•'\•
' KEY TO SYMBOLS ' ••\'• \. rl\
---- - ----- - r- --- --- - ---•- CENTERLINE EXISTING TRAN5MI5510N LINE - TO BE REBUILT
100' RIGHT OF WAY, POLE LOCATIONS SHOWN
actual limits of disturbance not shown due to scale and for graphic clarity
r --•• all work within 100' right of way; minimize areas of disturbance
EX15TING CONTOUR
PROP05ED CONTOUR
POINT OF NO GUT / NO FILL
i
1 BRANCH / STREAM / WATERCOURSE
1
TCE
�sXM kSIMIWAVOI, 4wjaItam *Ares
L
T
D
3
9
NORTH
SGALE: 1"= 50 " -O'
DELINEATED WETLANDS
IMPACTED WETLANDS C5HADED)
TEMPORARY CONSTRUCTION ENTRANCE - DETAIL 1/q
SILT FENCE - DETAIL 2/q
TEMPORARY DIVERSION WITH TEMPORARY DITCH LINER - DETAIL 3/q
DIRECTING RUNOFF TO SEDIMENT TRAP
SILT TRAP WITH BAFFLES - DETAIL 4/q
not to scale
BRANCH CROSSING CFORD)— 5.0/9 N.A. THIS PROJECT
TEMPORARY STREAM GROSSING — 5.1/9
TIMBER MAT COMPLETELY SPANNING STREAM CHANNEL
NO STREAM IMPACT. NO 404 PERMIT REQUIRED
PROP05ED CULVERT
PROPOSED CULVERT WITH INLET PROTECTION - DETAIL G/q
PROP05ED CULVERT WITH OUTLET PROTECTION - DETAIL 7/q
NO INLET OR OUTLET PROTECTION IN STREAM
DETAIL NUMBER
REFERENCE SHEET NUMBER
0' 50' 100' 150' 200'
L
\
w ...rrw�..w.+•.ww•y/w ^. w r wwwron..^- ...r..0 r w w..rr..wr•...* r.. w.
w••r/ ` \\
oft
r
1
1 �
\
\ \\
\
� 1 1
! 1
1 J ! !
r r
FRED E3. BLACKLEY, A5LA
LAND 5CAPE ARCHITECT
1
2 IN5TALL A5 PART OF 5TREAM CRO55ING '
q 704.484.1731
i
' 504 5OUTh I)EKAL13 STREET
SEDIMENT TRAP #22
DRAINAGE AREA .35 AC � SHELBY. NORTH CAROLINA 28150
— 4
D15TURBED AREA = .11 AG 9
CWxLxD) 30'x15'x3.5' 1
WEIR LENGTH = 4'
� LATTIMORE AND PEELER SURVEYING
704.538.3443
3 3 3 105 LONDON ROAD
LAWNDALE. N G 28080
0 0 o TOPOGRAPHIC DATA FROM BOTH
GROUND -BASED SURVEY CPROFILE)
0 0 o AND ELECTRONIC U5G5 INFORMATION.
cM ce) eh '
/"'/ rr \ \�+ �`"'-- r`"",.�..- ..•�rI° /rr�r/ �/ J j i f �1 �, %, �! �j 1 //
•+ �...I, I _� M r rt M 1„w! t r. •►. /-
/• •�\ ...+""'r / ( 1 1 jl / 1 / / ! / , /, ----------------- .,.....r w.•,.,q, \ \\ t ` \ � 1/ � / \. \ ��
'~— "0000,'' `\ /I' ,/• ! J / j / / 1` 1 / ! / ( rop .0. ♦` \\ \ // ~�{ {
..�. 0000.•- • "''""� -'' »...r...`_� •' ; ! /
W. 1 /
0000.. •/• ,• J / � / t f / / 1 { { •�/ / / /r�'•• r � .,,,,,........,w+' \ ` ; �\ `\ 1\ 1\ 1'�r/ � \ \`
0000..•• .�•� ✓ / � / j `14'�.` w,,M.. ✓° r/ / /•'► \\ 1 ; 1 L
of 00,
// t ,\
do
if *If
4000 *t of
If
.r3 ••'..r. "r•• r/y /,.� ✓r !// j /1 � % /! � � � % � ` /r // ,.r''r 1 �/ i �1 \..•/ ~L `\
/ / I I / \\ \ r•. r- �,,,,- rlw+•.M.rr
/
"•'•'•. ✓✓ /
/ /
or
/
/
t t 1 1 1 1 1 4 I 1 1 \ •' / t / J
Or
ro
ell 0)
PW
�/ ,•1 ar 1 , \ ` \ ~4.ry / /w...wwr«.w «.r ...r�w„�✓ /
' I' /�. onw+.r ��.y,// { ` ` \� t. �1` \!,` '�•.,•w.'w�,.w «.r.+nu'^".....,,, I,.,,....r'� iil j /
/
/ fr
J-1 f'r.rw i' // \ ,` ,\ tit \•� ` \ ~�\ ...r•" " 0000. " ( ` 1 J ( /'Q %
/•� ~w ` 1 `\ \\ ~�•` '~a•.•tiar. r,w w-- •,...w.•wr•,....rr••••••Ir •r �rw•r..n r••'••'••• -`•� '! r � 1 / 1 tir /�
ov
i
% % ! \ t` 4 \ \` r"."' .,,+•..... »0000~ I✓4r.y ( / i 1 t/ ,/ ,,,.,�..,,.,,,,.;
\` rr,a »M wy,w -'• wwwi.r.«ww r.r•w+r.ti, t /
.. / ../ //
0o ow
// / ry�,�...«ww »w1r... r•w..•. wn r„ 1 ti `+. •r -../ •� / / / ' t I / ✓
! /ry^"- w,r ✓-" w�"•. / /
/ /
/ /` //
Av ow 6-4
/• r//» .r+.r.---- ww....rw.w.rrrw•w.... +.wr•"•••••••i.,gw w4 \••••r.y it w•y \ ~1 / / /r!/ I.///
of
jo op .•• •r'.•. --M w ` '
Nn'- o.o"."�'.�.�w •r.....* -o •` wn .».w.... `/ / /' rr/ // 1 r .. ... .. r / ,. w...+....ww...�..++. r.. w...a,.+wr....r.. .w . r +.w..w�..r+........r..r...wr..r ..- ..w.+wwwrw+.. .r ..
/ ! I+.wr...• \ a� +"0" \yw.r..•.w.
/ •� A - �•'�- "�'•w•• -•w -r � � r• M w MM.•I..M..1•.....yl+ M� � � v •� i. w w..M...1.YM1•.YMI• ...w MI•. _ W .r .M�...Wr•Y.F....w M r _. - - y r .•.- •..OIgM.wr4M•. � w...�......•I.MJ M Y � N �..�.iblO+.M•. M. a• w�,�.....r.W..�� .• M��..�..�.....►�..... � �` .r v. OI r Mti/ W4•A.l.. � .../IYYN..M•I..r � //.MWMM.Iti'w•Iti.1• M A wwl/.IAMM� .. w ....�•...�.A- •+r..1 .. r � •+ -
� 1 l t�Mll l i Ilt�ibMl pol #Idr
Rollo ` \�. f 6� i 11� 1 �! I I NA I = I 1 I IPM I f 1 1i 1 i 1 i 11 11 11 1 �,.- ,,- �,,.� / ,,r -.•,,� .
/ % ••„wlrr w..�.M. -•► �.� ✓w. .•♦ III 'r '% 10 r / ✓' II ! ,r✓ oo 00 l /' 1 fr- . -.•"'• " ~�••• -.r.. ,,,,� as y/.. "` --...\ .1 .�''►^w" r~ rr D ,� /A /// r/ /✓ / ! / /^^~~ -"oe
J 1
r •- YY
J , /r !,/ w •.•ti aw`w r•`1'. w //''./ --y` ./ /' // /' /'✓ /,►'',// / r r••s•".. /..•✓ /w✓yy+ ','/ / L A /'t ■ / N
1 ! // /I ♦ •-•
TDDPB r'/ •' {y��� ' ✓3 ✓ r- r' ` Y \iy( /
le 10
��1r�r�)J rte.• r�r�.� -r •iw��r ��.r ��r��•�Ar�� "fir. r.l��r.��• .��r��.�- ��.�����r.�r •� �.- r .. .•. . . . ... •. -.. . ".r... • ��r�.r�. �.�r lr �r��r��.��• • r.�� -r�.rr ��rA.�r��•��r�rr��r�r��•
01 el
I • � 1 �,"...,.... r.,. •.»r.rti, �,,,..M+..... 0000
( // ~�•.,..w•y,F„„�„wF„w•,•, 0000 •r,.,,.r w,.,,,..r �.1+ ✓.41 rte,/ /I �..w/ /
/ / / / 1 ' 1 /
✓r /
r/rr ✓w ✓�'r ter/ �"'' !/ / 1 j /
{ 1 1 / , wA, 00.00- •0.000 r"' swy.......w.ww..w ... w- w.w..�'rf ✓ ✓/ s .n,rr /I r
/ /
✓
/ r r / / / // '� • / 1/ / //I
{ 1 w r. r• •. w. �..
j� 11/0.0 -�() 1 1 t \` r•,• ✓,�.0 /
00 y ✓ i/
! "' I
/
''
40 / \ » f
` • S / / .w ...w....+.+.w.n. -..wr .+.. .• - n..•...,..rw....r.w.r .v w w.•w..w.www.r •"i w wr.rr..rw�w.r.rw... + ..r..w.....+.... +r w r .w.�..-..w1 w w.r..rw�.r.rr• r w• r .+ .. n. w r ... I .rw....w.w..+.r ... .r. - L w.+w.wr...w.w..r.. r. r �..wrwrrwr -.wr w r : • '
ex �eli
.rMMM.� w V r w Y r A � r•.w..Nrw/wM.+• w •• • r MMMi.�w......•.ww b... +.►.MM.tiwwr. � -M NI 1.1 Y � r w H M r.1.liAr...•.rwYMY�..v �MI►r.r.w.• •► r � .� •
\ S /
♦ \
\ \
1 \ \ \ 1 14%
4.
` \ \ \, `\ \ \ \ '.``� .•► «rw 0000,,• •+. ~"�. �� `"`•.• w.' `� '�\ \ \ { ^ 1/1,,
\ ,• \,,`r ` \� �•` *4b \�\ \ \, ti, \� ���� ,` `` +r„•.w •..r,ti„aw rw ` „'`••,w1\ ,`\ \\ `+ • { H Y v • 1/�
\ •,\ •�{ \ ` \1 \� ��` v,aMw 1�` •.`aw \aw •+.`\ •'r r.v •r hrw •►... .,.M ."\ \\ \ \
OZ
✓^'✓�\ • \,• \• �� \ \ \4 •••^^''�� .,.,.1 \` .,w.,�`y '+•.v. \1%%* •..w +w ~ ~``%% `~\`
\/ \`\ •`•' \.. t %k �` \� ~ ~w ~�'^'.. \1r'r •w -,,, \a%ft _a�+,�\ ~ �\ ~'•'... r,ww\ ~�••►'"•` %'..•.•aw\ .`N.
\"w.w. \wyw \..`• 1 ` \♦ '•' "••r.+...r......►•w.,y , r,ra 1.1ayw '�`••.,,ti`\ +••may\ \ \ '\,+.` ti a \� \•'�y.rw^•`�.wwr•..ww \ \\ \\ \,
►�` .r „�+•••�.• 'r r,\ Lrw`w \\ ` \w \\ ",...,rr ��\ M...w.1....•..r..w..•M.r. -w ...�..w..,.v....,. '-b \`\
\ \ \a``-a -••'• ..,.n „r.. r•••r.. ...,...r.. r.. r.. -...r.. \rrr -.r r•,,, \ \`1 ,� \\. ~`` \`�' \14v ` \ ~``�\ a \ ~�•.► ~_ ~".......w rw, w.w ~r~•••1 •� \,\ \ \�`
✓dO"%* - +.,�,,.,.,,..,•.wrwq}i� `�\ \\ \�ti•,,,ti \ \,` `V.` \�'"rh_ w�'.,�rµ""'.,. w.w. r....+...,r `''`\ \ \\ ` \'L
OL% ` �~~w.•y„ r/ a
/w.. +� `� mr
•% �` \ ` { ) `�� �"","`+•. M.w Mr• `\
.\ ~•► w"-•ti ... y-+.,..+ ! •`..".` -..\ �•_ \�. \ \a ` \\ 1r ••••..M\ o• W,�w '•'' -`r ".'.+...w...rrn...�,.� \` .•,'�. y'�1\ \`
\.,,,r \' \"� \ ~'
~` 000•„0 \\ ” -y..,• bwya•
/ 'r \.'` \ •..w\
' a••r •r••\• \ \ tir +r_ \ w�.,.•\ �.•, / \.� \
` �\ r~•'••r..••rwra _ ....'� `\ '"'�•'•�.ri•.�,, w♦ ,•''r••.rw•w.r+•r \ \, ,Jrrw«.r..,r..,n a, •'.►✓.�' ,/` \ `\
�\ `''"•r..r` ti a~'•"`....r ........«., ♦..•••�/'•'• 'y'••�►•.. ✓'�"”. \` \,,`1�\ •0000. r,r \\ \�, _�,. •,,,.►•w•r,.,•,r �/ `�y `�
•r` `r"'�n+r. .`"" '^*•...............w..,.......+ \0000 '�\ r1ti ,\ \\ t "..+'•"`"� J'r t� \\
branch
OR055ING 5
TEMPORARY CROSSING
TIMBER MAT - 16' LONG
ROLLED ER 0 51 ON CONTROL PR ODUGT
INSTALL OVER ALL GUT /FILL 5LOPE5 WITHIN 50' OF 5TREAM
*2800 5F TH 5 APPLICATION - VERIFY
DITGh LINER SPEGIFICATION
TRAP LINER FOR TDD"A" LINER FOR TDD'P[3"
20 WD WOOD 01P\ BLANKET W/ DOUBLE MAT TIVINIF REV ORGEMENT MAT Or\ 12' CRAP
21 5YNTHEI MAT O1PN 6' MPRAP BLANKET W/ DOUBLE NET
22 TURF R0f 01KEMENT MAT OR 9' CRAP 5YNTHEI MAT OR BLANKET W/ DOUBLE MAT
23 5YNTHETIG MAT OR BIMKfT W/ DOUBLE NET 5YNTHE11111v MAT OR BLANKET W/ DOUBLE MAT
\
COUNTY LINE RD
♦
\
1
1
\
{
\
1
Z
\
1
r
\
1
\
\t
\I
t
J
\
\
\\
1
t
i
f
1
1
� 1 1
! 1
1 J ! !
r r
FRED E3. BLACKLEY, A5LA
LAND 5CAPE ARCHITECT
1
2 IN5TALL A5 PART OF 5TREAM CRO55ING '
q 704.484.1731
i
' 504 5OUTh I)EKAL13 STREET
SEDIMENT TRAP #22
DRAINAGE AREA .35 AC � SHELBY. NORTH CAROLINA 28150
— 4
D15TURBED AREA = .11 AG 9
CWxLxD) 30'x15'x3.5' 1
WEIR LENGTH = 4'
� LATTIMORE AND PEELER SURVEYING
704.538.3443
3 3 3 105 LONDON ROAD
LAWNDALE. N G 28080
0 0 o TOPOGRAPHIC DATA FROM BOTH
GROUND -BASED SURVEY CPROFILE)
0 0 o AND ELECTRONIC U5G5 INFORMATION.
cM ce) eh '
/"'/ rr \ \�+ �`"'-- r`"",.�..- ..•�rI° /rr�r/ �/ J j i f �1 �, %, �! �j 1 //
•+ �...I, I _� M r rt M 1„w! t r. •►. /-
/• •�\ ...+""'r / ( 1 1 jl / 1 / / ! / , /, ----------------- .,.....r w.•,.,q, \ \\ t ` \ � 1/ � / \. \ ��
'~— "0000,'' `\ /I' ,/• ! J / j / / 1` 1 / ! / ( rop .0. ♦` \\ \ // ~�{ {
..�. 0000.•- • "''""� -'' »...r...`_� •' ; ! /
W. 1 /
0000.. •/• ,• J / � / t f / / 1 { { •�/ / / /r�'•• r � .,,,,,........,w+' \ ` ; �\ `\ 1\ 1\ 1'�r/ � \ \`
0000..•• .�•� ✓ / � / j `14'�.` w,,M.. ✓° r/ / /•'► \\ 1 ; 1 L
of 00,
// t ,\
do
if *If
4000 *t of
If
.r3 ••'..r. "r•• r/y /,.� ✓r !// j /1 � % /! � � � % � ` /r // ,.r''r 1 �/ i �1 \..•/ ~L `\
/ / I I / \\ \ r•. r- �,,,,- rlw+•.M.rr
/
"•'•'•. ✓✓ /
/ /
or
/
/
t t 1 1 1 1 1 4 I 1 1 \ •' / t / J
Or
ro
ell 0)
PW
�/ ,•1 ar 1 , \ ` \ ~4.ry / /w...wwr«.w «.r ...r�w„�✓ /
' I' /�. onw+.r ��.y,// { ` ` \� t. �1` \!,` '�•.,•w.'w�,.w «.r.+nu'^".....,,, I,.,,....r'� iil j /
/
/ fr
J-1 f'r.rw i' // \ ,` ,\ tit \•� ` \ ~�\ ...r•" " 0000. " ( ` 1 J ( /'Q %
/•� ~w ` 1 `\ \\ ~�•` '~a•.•tiar. r,w w-- •,...w.•wr•,....rr••••••Ir •r �rw•r..n r••'••'••• -`•� '! r � 1 / 1 tir /�
ov
i
% % ! \ t` 4 \ \` r"."' .,,+•..... »0000~ I✓4r.y ( / i 1 t/ ,/ ,,,.,�..,,.,,,,.;
\` rr,a »M wy,w -'• wwwi.r.«ww r.r•w+r.ti, t /
.. / ../ //
0o ow
// / ry�,�...«ww »w1r... r•w..•. wn r„ 1 ti `+. •r -../ •� / / / ' t I / ✓
! /ry^"- w,r ✓-" w�"•. / /
/ /
/ /` //
Av ow 6-4
/• r//» .r+.r.---- ww....rw.w.rrrw•w.... +.wr•"•••••••i.,gw w4 \••••r.y it w•y \ ~1 / / /r!/ I.///
of
jo op .•• •r'.•. --M w ` '
Nn'- o.o"."�'.�.�w •r.....* -o •` wn .».w.... `/ / /' rr/ // 1 r .. ... .. r / ,. w...+....ww...�..++. r.. w...a,.+wr....r.. .w . r +.w..w�..r+........r..r...wr..r ..- ..w.+wwwrw+.. .r ..
/ ! I+.wr...• \ a� +"0" \yw.r..•.w.
/ •� A - �•'�- "�'•w•• -•w -r � � r• M w MM.•I..M..1•.....yl+ M� � � v •� i. w w..M...1.YM1•.YMI• ...w MI•. _ W .r .M�...Wr•Y.F....w M r _. - - y r .•.- •..OIgM.wr4M•. � w...�......•I.MJ M Y � N �..�.iblO+.M•. M. a• w�,�.....r.W..�� .• M��..�..�.....►�..... � �` .r v. OI r Mti/ W4•A.l.. � .../IYYN..M•I..r � //.MWMM.Iti'w•Iti.1• M A wwl/.IAMM� .. w ....�•...�.A- •+r..1 .. r � •+ -
� 1 l t�Mll l i Ilt�ibMl pol #Idr
Rollo ` \�. f 6� i 11� 1 �! I I NA I = I 1 I IPM I f 1 1i 1 i 1 i 11 11 11 1 �,.- ,,- �,,.� / ,,r -.•,,� .
/ % ••„wlrr w..�.M. -•► �.� ✓w. .•♦ III 'r '% 10 r / ✓' II ! ,r✓ oo 00 l /' 1 fr- . -.•"'• " ~�••• -.r.. ,,,,� as y/.. "` --...\ .1 .�''►^w" r~ rr D ,� /A /// r/ /✓ / ! / /^^~~ -"oe
J 1
r •- YY
J , /r !,/ w •.•ti aw`w r•`1'. w //''./ --y` ./ /' // /' /'✓ /,►'',// / r r••s•".. /..•✓ /w✓yy+ ','/ / L A /'t ■ / N
1 ! // /I ♦ •-•
TDDPB r'/ •' {y��� ' ✓3 ✓ r- r' ` Y \iy( /
le 10
��1r�r�)J rte.• r�r�.� -r •iw��r ��.r ��r��•�Ar�� "fir. r.l��r.��• .��r��.�- ��.�����r.�r •� �.- r .. .•. . . . ... •. -.. . ".r... • ��r�.r�. �.�r lr �r��r��.��• • r.�� -r�.rr ��rA.�r��•��r�rr��r�r��•
01 el
I • � 1 �,"...,.... r.,. •.»r.rti, �,,,..M+..... 0000
( // ~�•.,..w•y,F„„�„wF„w•,•, 0000 •r,.,,.r w,.,,,..r �.1+ ✓.41 rte,/ /I �..w/ /
/ / / / 1 ' 1 /
✓r /
r/rr ✓w ✓�'r ter/ �"'' !/ / 1 j /
{ 1 1 / , wA, 00.00- •0.000 r"' swy.......w.ww..w ... w- w.w..�'rf ✓ ✓/ s .n,rr /I r
/ /
✓
/ r r / / / // '� • / 1/ / //I
{ 1 w r. r• •. w. �..
j� 11/0.0 -�() 1 1 t \` r•,• ✓,�.0 /
00 y ✓ i/
! "' I
/
''
40 / \ » f
` • S / / .w ...w....+.+.w.n. -..wr .+.. .• - n..•...,..rw....r.w.r .v w w.•w..w.www.r •"i w wr.rr..rw�w.r.rw... + ..r..w.....+.... +r w r .w.�..-..w1 w w.r..rw�.r.rr• r w• r .+ .. n. w r ... I .rw....w.w..+.r ... .r. - L w.+w.wr...w.w..r.. r. r �..wrwrrwr -.wr w r : • '
ex �eli
.rMMM.� w V r w Y r A � r•.w..Nrw/wM.+• w •• • r MMMi.�w......•.ww b... +.►.MM.tiwwr. � -M NI 1.1 Y � r w H M r.1.liAr...•.rwYMY�..v �MI►r.r.w.• •► r � .� •
\ S /
♦ \
\ \
1 \ \ \ 1 14%
4.
` \ \ \, `\ \ \ \ '.``� .•► «rw 0000,,• •+. ~"�. �� `"`•.• w.' `� '�\ \ \ { ^ 1/1,,
\ ,• \,,`r ` \� �•` *4b \�\ \ \, ti, \� ���� ,` `` +r„•.w •..r,ti„aw rw ` „'`••,w1\ ,`\ \\ `+ • { H Y v • 1/�
\ •,\ •�{ \ ` \1 \� ��` v,aMw 1�` •.`aw \aw •+.`\ •'r r.v •r hrw •►... .,.M ."\ \\ \ \
OZ
✓^'✓�\ • \,• \• �� \ \ \4 •••^^''�� .,.,.1 \` .,w.,�`y '+•.v. \1%%* •..w +w ~ ~``%% `~\`
\/ \`\ •`•' \.. t %k �` \� ~ ~w ~�'^'.. \1r'r •w -,,, \a%ft _a�+,�\ ~ �\ ~'•'... r,ww\ ~�••►'"•` %'..•.•aw\ .`N.
\"w.w. \wyw \..`• 1 ` \♦ '•' "••r.+...r......►•w.,y , r,ra 1.1ayw '�`••.,,ti`\ +••may\ \ \ '\,+.` ti a \� \•'�y.rw^•`�.wwr•..ww \ \\ \\ \,
►�` .r „�+•••�.• 'r r,\ Lrw`w \\ ` \w \\ ",...,rr ��\ M...w.1....•..r..w..•M.r. -w ...�..w..,.v....,. '-b \`\
\ \ \a``-a -••'• ..,.n „r.. r•••r.. ...,...r.. r.. r.. -...r.. \rrr -.r r•,,, \ \`1 ,� \\. ~`` \`�' \14v ` \ ~``�\ a \ ~�•.► ~_ ~".......w rw, w.w ~r~•••1 •� \,\ \ \�`
✓dO"%* - +.,�,,.,.,,..,•.wrwq}i� `�\ \\ \�ti•,,,ti \ \,` `V.` \�'"rh_ w�'.,�rµ""'.,. w.w. r....+...,r `''`\ \ \\ ` \'L
OL% ` �~~w.•y„ r/ a
/w.. +� `� mr
•% �` \ ` { ) `�� �"","`+•. M.w Mr• `\
.\ ~•► w"-•ti ... y-+.,..+ ! •`..".` -..\ �•_ \�. \ \a ` \\ 1r ••••..M\ o• W,�w '•'' -`r ".'.+...w...rrn...�,.� \` .•,'�. y'�1\ \`
\.,,,r \' \"� \ ~'
~` 000•„0 \\ ” -y..,• bwya•
/ 'r \.'` \ •..w\
' a••r •r••\• \ \ tir +r_ \ w�.,.•\ �.•, / \.� \
` �\ r~•'••r..••rwra _ ....'� `\ '"'�•'•�.ri•.�,, w♦ ,•''r••.rw•w.r+•r \ \, ,Jrrw«.r..,r..,n a, •'.►✓.�' ,/` \ `\
�\ `''"•r..r` ti a~'•"`....r ........«., ♦..•••�/'•'• 'y'••�►•.. ✓'�"”. \` \,,`1�\ •0000. r,r \\ \�, _�,. •,,,.►•w•r,.,•,r �/ `�y `�
•r` `r"'�n+r. .`"" '^*•...............w..,.......+ \0000 '�\ r1ti ,\ \\ t "..+'•"`"� J'r t� \\
branch
OR055ING 5
TEMPORARY CROSSING
TIMBER MAT - 16' LONG
ROLLED ER 0 51 ON CONTROL PR ODUGT
INSTALL OVER ALL GUT /FILL 5LOPE5 WITHIN 50' OF 5TREAM
*2800 5F TH 5 APPLICATION - VERIFY
DITGh LINER SPEGIFICATION
TRAP LINER FOR TDD"A" LINER FOR TDD'P[3"
20 WD WOOD 01P\ BLANKET W/ DOUBLE MAT TIVINIF REV ORGEMENT MAT Or\ 12' CRAP
21 5YNTHEI MAT O1PN 6' MPRAP BLANKET W/ DOUBLE NET
22 TURF R0f 01KEMENT MAT OR 9' CRAP 5YNTHEI MAT OR BLANKET W/ DOUBLE MAT
23 5YNTHETIG MAT OR BIMKfT W/ DOUBLE NET 5YNTHE11111v MAT OR BLANKET W/ DOUBLE MAT
\
COUNTY LINE RD
TO RUTHERF ORDT ON
WOMAGK RD
5R1315
TRANSMISSION LINE
MACK ROAD BREAKER StATION
BIG LEVEL RD �
NORTH
VICINITY MAP
NT5
TO RUTHERFORDTON
'NC HWY 105
TRAN 5MI5510N LINE
TO MILL SPRING
,00.00900. JV *'
`�. 0 .
00 so • '9 '40
:O 6 go
0 40
j_ •
iAN ••• ' �•
O
EROSION CONTROL PLAN
RUTHERFORD ELECTRIC MEMBER5HIP CORPORATION
TRANSMISSION LINE
WOMACK ROAD TO PEA RIDGE 5UB5TATION
POLK COUNTY, N G
Tt115 DRAWING IS THE PROPERTY OF FRED B. BLAGKLE7. ASLA
AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR
IN PART WITHOUT PERMISSION. IT IS NOT TO BE USED ON ANY
OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST.
G *\DWG 5\REMG07\WRPRF\5GWRPR.DWG
01/31/08
10/30/07
03/20/07 5GWRPR-DWG 5HEET G OF 9
♦
\
1
•
Z
\
\
\
\
\\
1
t
i
1
TO RUTHERF ORDT ON
WOMAGK RD
5R1315
TRANSMISSION LINE
MACK ROAD BREAKER StATION
BIG LEVEL RD �
NORTH
VICINITY MAP
NT5
TO RUTHERFORDTON
'NC HWY 105
TRAN 5MI5510N LINE
TO MILL SPRING
,00.00900. JV *'
`�. 0 .
00 so • '9 '40
:O 6 go
0 40
j_ •
iAN ••• ' �•
O
EROSION CONTROL PLAN
RUTHERFORD ELECTRIC MEMBER5HIP CORPORATION
TRANSMISSION LINE
WOMACK ROAD TO PEA RIDGE 5UB5TATION
POLK COUNTY, N G
Tt115 DRAWING IS THE PROPERTY OF FRED B. BLAGKLE7. ASLA
AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR
IN PART WITHOUT PERMISSION. IT IS NOT TO BE USED ON ANY
OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST.
G *\DWG 5\REMG07\WRPRF\5GWRPR.DWG
01/31/08
10/30/07
03/20/07 5GWRPR-DWG 5HEET G OF 9

0
0
CQ
co
a
m
o�
0
Lo
0
.n
1�
CD
CD
3
0
M
iz
/
Cr
a-
/
0
U
Cn
CD
1M
U
1
EX15TING 5EDIMENT TRAP
' RETAIN AND DO NOT D15TURB
' DRY
OR055ING q CPIPE Oq)
' 20 LF 15■ HDPE e 3y SLOPE
' G CLA 5 5 1 RIPRAP
5 5 L =17'. W =CHANNEL
1
C150=7% T =18■
1
3
1 q
1
1
1
t i �T tt ` ♦
\♦ \
\\ i
8 ROLLED EROSION CONTROL PRODUCT
q IN 5TALL OVER ALL GUT /FILL 5LOPE 5 WITHIN 50' OF STREAM
12500 5F TH5 APPLICATION - VERIFY
5 CROSSING 10
9
TEMPORARY CR055ING
TIMBER MAT -- 16' LONG
SEDIMENT TRAP X25
DRAINAGE AREA = .77 AG
D15TURBED AREA = .13 AG 4
(WxLxD) 50'x15'x3.5' q
WEIR LENGTH - 4'
FRED B. BLACKLEY, A5LA
LANDSCAPE ARCHITECT
704.484.1731
504 SOUTH DEKALB STREET
5HEL13Y, NORTH CAROLINA 28150
LATTIMORE AND PEELER 5URVEYING
704.538.3443
105 LONDON ROAD
LAWNDALE. N G 28080
TOPOGRAPHIC DATA FROM BOTH
L, GR
OUND -BA5ED SURVEY CPROFILE)
AND ELECTRONIC U5G5 INFORMATION.
0 o
aa
.-t
t I 1 1 ( 1 f / / / 1 { f ( t ✓' /r ✓� 00 t 1 ! { 1
/ / i I / r I I
1 i t �-- t i I i ' / i i ! // r
r
t / \ \ \ \ i \ } t 1 t 1 t I \ \t 1 } 1 i J 1 1 1 1 J/ /� ,•�� /� / cov
~ t E t \ f 1 1 1 t ! / 1 t / / ,• /r i i i ! Of 1 rr Ilk
t 1 \ / 1 1 : ti \ t 1 `•♦ ✓ t t 1 ! 1 I t t l r / ✓ I
1 ! �
✓ \ \ \ � I / t t. \ 1 1 1 t i I t i � I / / / / l / {
I / r/ \\ ♦ \ q t t 1 1 t 1 / / 1 1 j t � \ 1 1 1\ 1 4 1 { / 1 / I t / / / I ! /
^� 1 \ ► \ 4 1 f ! r / 1 ; i \ 1 / 1 t { t / f ! f l / J 1 1 r ( t
t \ t,,•- 1 1 / `♦ \ \ 1 Z \ 1 1 1 t / r ,+ 1 t r ! t 1 1 f / t r i t i / / / r � �•-1 i f
\ t t 1 // � ♦,, 1 t 1 t t 1 t { ! / ♦! / \ � ! ! 1 � � �! 1 { / 1 J f t i 1 / J / 1 1 1
\ \, i 1 // �ti ~\ '+ i► t t j ^! r Al' t I ,,._.......� -..•'✓ i } € t j i ! 3 d 1 j i f f/ 1 r /r 1
\\ \ / ! ! \\ \ •1 t { l.J • t t f j 1•' f f'r r.> /'' /'' ,,. r' -. -• ' 1 j
j 1 t �\ '[ f /✓ 1 [ t t .' // / ✓ / ✓ e t 1 t 1 I I ~a J ! { t ! { r t 1
� 1 � � f i' ~ � .• \ \ . i i ra � � � t i I
q \ \ . / 1 .......... \,• \ ` i\ \ 1 t 1 1 t / ,! f \ ; \ r• '`-. / `J 1 } I { t t 0) J ! r 1 € { 1 J 1 I t
t - , ,,... \ \ ! t 1 ► I I 1 '" , 4 ► \ ,. f l / I / / / 0
el,
v J �� tt 1 I ,/ \, \ \ \ � 1 t t 1 r �j E r �\ '-� \ \ t ♦ \ f ! t ! / J t ! t r l t t
0) i 1 P rf t j J f
\ ` �� / / � � � e \. t f / t 1 ti - ' �\ ► 1J I ,� 1 i i l t r t 1 I 1 1 1 + 1 t t J e' y
�� 1 % t t \t i 1 t[ } 1 � � 1 � °...,...,.,.r ♦\ \\ �\ 1 � 1 t t t '� t i f t 4 � f j f 1 � � j ' �
Z ' { q \ ! € t 1 i ! t ♦ ♦ \ ; t 1 ( i i } 1 f 1 € I t
_ i ! t t 1 1 �+ v. ♦ t t 1
1 1 t / i ! t / J l
i / }
....1 `[�ti `t t / t / � 1 t \ � i t � ti i ` ♦ \ , \ 1 \ { [ ! 1 � r or
� f t♦ 1 1 J ✓ / \\ 1 Il 1 � t l 1 / t i � \` 1 t � t f ✓ � 1 t t 1 � € 1 1
1 `` � \\ ! ! ,►/ \L t \ t � 1 t 1 ►\ 5 �..,+, ``. \ � \ j `\� ti\ � it j •1 r / 1 1 t t � 1 1 It t 1\ It '• 6 ~tl
J ♦ 1 / / , ; \ 1 1 1 1 ` \ ,, \ t \ V' 1 i I / 1 t 1 \ i 1
\ 1 ! 1 \ t 1 ` •. ti
17
r,,''.. °�
1 1 f/ € 1 t / '✓ -`'+ 1 j 1 t \ 1 O \ ti "" \ \ t 1 t i ! 4 1 t t i t t
/ t J J r' 1 t , \ '°',� \ \ 1 ►� 1 I � ! t 1 1 \ t f \ 1 1 t t ! 1
!t ; � 1 ! / ! / !'i ``•., t i 1 � t\ ` � \ e ` t \\• ♦, ( \ \ t t t 1 1 / l / t 1 t t t \ ► ` t ! t 1 \ t t
/•" °� \ 1 1 1 t 1 \ t \ \ \ \ \ Z { t ; 1 ( t '-"� ; t 1 € I \ i 1 S 1 1 ► \ e\ •t l
,,,., ;` 1 I r ; / J ♦t ; ti\ t 1 � \ t t �„ ,, t ♦ , { 1 { f \ 1 '1 1 q 1 t q \ l 1 1 1 q q •� f I
1 "'"`...- •••�"'€€€ , } ;� t / � ! / � t 1 t 1 1 t •.,.. ,. ` 1 ti t t \ t i t t \ \
1 / . .••• l t \ 1 \ �• I t
f / t i J / / / \ t 1 1 , \ 1 \ 1 1 I \ < 1 ► t t t t ♦ \ t • y
• / / J / !f { 1 \ 1 \ \ 1 t 1 t t \ i / / \\ t\ e t 1 1 i \ \ t
t t 1 . t 1 1 [ [ 1 \ r ► 1 [ \ 1
�''�! /J 1 [! �✓ r �� tt 1 1 t\ , 1` \\ `\`'+ ♦\ [ 1 t tit t t 1 tl \ i 1 1 \ t '\ t ~ tt Q \ t
r / 1�/ ! ! // j / ✓/ t } t 1 1 1 `t � \\ "....,.,..., '` `♦ 1 1 1 } t f [ \ 1 t t 1 t ti t \ ti 1 1 � \t y \♦ �} \\ � 1 \
`-.., ,J t / / / , t t M •,� �\ 1 i 1 i / t I 1 1 : 1 t) 1
` � r. f / f 1 t 1 1\ i \ `' -, ••, t tf \ 1 q .�M, \ \'
r r~r i:._. ti ( t / t / l 1 1 t } \ \ l 1 1 € 1 t 1 I ! j 1 t �t t 1 1 \ �.. ` �•♦ 1 ,
t'\
t t i ) / t / ! t t 1 1 \ 1 •»- ,•.,,,,, \ \ ► t 1 1 ! I t � 1 1 �} 1 1 t t 1 \ t \ t \ \ � � � i
00 .•✓ \q 1 t t 1 1 i i � ♦� \\ \ it t ( ! t 1 / t 1 i } 1 } 1 \ \ t 1 t \ �\ ♦♦ 1 ,\ 1 \\ 1
1 { 1 t 1 ;� r•' /' /
✓
lop
r \ t\ t L,../ 1 t [ { •,+� 1\ ♦\ 1t 1 1 t / } ! r 1 1 1 / 1 1 } 1 1 1 \ 1 1 �, \ ♦ \ \ \ i
VX
i l4l t \
1 `► t 1 t-, `, \ t 1 \ 1 / t ti J � 1 ( 1 t i \ \' •, ` '.
! � .• i .,.• t \ t 1 p \ 1 .• •• . \ t 1 1 \ l f k ! t 1 t 1 t ti •, ♦ \ \ \ ,/'-•1 �
/ �� 1 ! t 0 1 1 1 t t J ) 1 1 t 1 l t \ \ \ \ \ ./
r f I\ \ \ t \ \ \ ♦ • 1 1 ; 1 \ 1 1 ti -- \ 1 t 1 t } t 1 \ \ t \
1 ✓ ✓/ / i .\ J // ✓ `J t 1 t \ �''' \ \\ \` \` ♦� t 1 i 1 1 t 1 C / 1 J t t { t ) 1 0 t / t 1 \\ \\ \t, ♦ \\ t\ 0
♦ t 1 1♦ % \ 1 \t \ .` ♦� \ 1 t t t t 1 / \ 1 \ . i t i
f t t
Ir ; tl
1 .Ole t
t
awr 01M awwasawawNMI awogrin awaraoa5mpaw�as�����w air a•asa>•asas�aw
L A Nlfl. T-CE
/0,
I'lO
wil
- �. --��•� r• -��- .rte- ��p.....w •��. -T -mil. �.w .. -.�- � -•-..L w��..-•.�r. -�.l t-- ��.•..��r�... r -.�.
J 1 � �. /�'� • •' � ,rte•✓ �
,, ,1J rte......- ..•,.,,1 , •r ��'�•�y �
......_. � � o .•.►- .�,..w.w............ ..r "71s .....w«».. • ... ..w.......r«..•.w -.ww•w � .r•. w.n.r.•. w•.. wo.w.....w.w•...+. _. ... ..vv......:..�•*w+^. -... v . ,r+r+q ....w.� o ... .......� . .
1 e, d j v.e �y
L 'A N
Z
KEY TO. SYMBOLS
--------- --- - -- - ---- -- CENTERLINE EX15TING TRAN5MI5510N LINE - TO BE REBUILT
100' RIGHT OF WAY, POLE LOCATIONS SHOWN
actual limits of disturbance not shown due to scale and for graphic clarity
-- }- •••- • ---�'- all work within 100' right of way; minimize areas of disturbance
�---- EXISTING CONTOUR
PROPOSED CONTOUR
POINT OF NO GUT / NO PILL
i
..........
TGE
lot ft" i pawl tai r "M 4 Ytafa r t �r
(Z)
NORTH
BRANCH / 5TREAM / WATERCOURSE
DELINEATED WETLANDS
IMPACTED WETLANDS C5HADED)
TEMPORARY CONSTRUCTION ENTRANCE - DETAIL 1/q
SiLT FENCE - DETAIL 2/q
TEMPORARY DIVER51ON WITH TEMPORARY DiTCH LINER - DETAIL 3/q
DIRECTING RUNOFF TO SEDIMENT TRAP
SILT TRAP WITH BAFFLES - DETAIL 4/q
not to scale
BRANCH OR055ING CFORD.)•- 5.0 /q N.A. THIS PROJECT
TEMPORARY STREAM OR055ING - 5.1/q
TIMBER MAT COMPLETELY SPANNING STREAM CHANNEL
NO STREAM IMPACT. NO 404 PERMIT REQUIRED
PROPOSED CULVERT
�.�•- PROPOSED CULVERT WITH INLET PROTECTION - DETAIL 6/9
PROPOSED CULVERT WITH OUTLET PROTECTION - DETAIL 7/9
D NO INLET OR OUTLET PROTECTION IN STREAM
3eDETAIL NUMBER
q REFERENCE SHEET NUMBER
SCALE: 1`S=50"-0'6
01' 50" 100' 150" 200'
k 1 % \ \\ \! `, ' %%%. t t\ ♦1 , L)
\\ 1 � 1 \ \ \ � t \t 1 l 1 ` t t l I ( 1 t j 1 I f t } 1 r'1 \\ \ t ♦y i L \\ �.�
\ � t 1 \•� \\ \\ � 1 1 , 1 t l 1 1 I t,� srK 1 t t 1 i ( / ! / t t < \ \\ `\ \\ \\ \ \
\ : , \ \ t 1 1 1 ► I 1 I € t 1
..... --- � \ 1 1 1 1 ti♦ �` l 1 \ \ ; i l 1 ti ; 1 1 ; \ •� ,, t 1 1 1 // � { t � •. \ \ \� t tl i
ti 1 1 \ •� t t \ t t 1 ► 1 \ \ 1 1 t 1 { / / 1 1 1 t \ \ t 1 1 t t
ti tl 1 � {t � t � \\ � 1 t \` � 1 ( t t\ � ► \ f # ! -'� t I { i J t � � 1 ~`� `�` \�`. \\ tt ,' tt•,
1�r 1 ; t 1 : \ t \ t t 1 1 I 1 4 J \�, t\ [ ! ! "/ 1 � f ✓ � t 1 t t `' •..,,,. ,,,• ~�� `� \' •�, ''., 1` \
♦� ► ,� ,.\ ..` \\ q \ , 1 t ► 1 ( 1 �� ♦ t t i � / 1 r t ; ! 1 t t ~� \ �\ \ \ t \
1 1! 1 ♦` ti� . ♦ t \ t 1 ► 1 1 , +� �\ \t 1 ;
� 1
r » ...++..w +.r+..•. n. r +.+. wrr.rww.w. w « •ww.w••.. w.•.,.• » ... .... ww.r.w. 1 v r ` .. wr+.- .r...•+ .. •,� - ~" . w r .«r+..w.r.-..w.r .. •...w.•+...+.......w.•. •., s. ,' w...++v. n. r .+..+ \\ «. , r w• r�. r......r.*.w• ..T w H .. \\ .. « t t r .. t ...w.r. s .. t ....�r......... 1 , ......r.....». ... ...+wr+..w.. - .. ,` ....+...n .. ` .: w w .... �..r.. •. r «,. r. 1 / / .. » 1 - •... t \ \, .... «........+ \ 1 w v.r• y\ ' ...... \ \ •..+ ,
...•...•r...�..r .'..�. � wit• ..'.'.. �.............•... ♦wa.Ir.• �r '�"'•..,`.....'.�"` «. •'^..+.. �•.."•"'•"""r ` .� � ..�•..•.- .•.•�•.•..- -.j.. ..� »..t ; .. `....... ��; •.•..•.•.�'�....,.... .. ...h�; .+...,...... ... .. �` .. .. ......w,�Y.i.....w ...... -..... ... .- ...�v....r......,..... .. ...,�.,................... .. ....,.•�•r+
o a� aw o 0 o MW a� SEW a� a� as aw as ar• o rat• a� o r �► ira• as are as .� at• art aar a� a� asw a� ar• aw as as �wr► r a, r it am as � ate► as w at! air w ao �i1� at��r a� as w a r 4=0 as a "ir• as �� a� w as are► s, ��i y R s M>ttw r ii1rM1 t ! I�IMrt r t ; ! '» Ir • /1% AiYrt rwt Mrlw a w`w i �Ir01 s t r r 1 r MMI \WNW MrrNk t t 1rM1 r �1Mi Y wrlri r AsaIMi r toe1A� In�W s sill s (s� t IrMirt r YwM s 1 r IfiMl� MrAr s MIgK s 1 tlN�tN Y s twit . a. �<i.aas aw a�a� a� aw saw o is
w w \ ♦ 1 1 I
>T 't ,� � 1 .,... ., 1 � .. •/ 1 1 / 1 1 \ Tb D A
1 ! 1 1 \ i t r••. D� 1 ! 1 1 1 1 t
I 1 ✓ ! ✓/ { I } \ \ 1 1 ) I
1 •,.,\ \ 1 \ \ 1 1 t / i - ...,.... ' r' ` .` / •• / ! 1 / t q >;• -^'"1 1 t 1 1 1 t f
AREA 1GURRENTL D15TURIED BY G RGUIING 0�'ERATION `�_. �• /� t
\\ �\ \ � 1 1 1 t \t � t � ♦ �,... � t ' t 't • ." / I ! �• / •r ' / t 1 1 1 1 i
~� ,� y\ \�•+,\ �ti t 1 1 { \\ ,,,� .. •. rt 1 !I ♦•/J /! !--'"
`' ✓
\N %, \♦ `� \+. % lE i 1 1 I t \ "' - %-. .+ , \ \ \` , 1 I ' '1 /t . / 0',.'' -� /�- ,�
% w ♦ 1 1 ,, i /
w• ••• • -- /- •i•- •�.•-.r--''� ►,` .�llww -. 11.- -r.- r-- -•..- - w.•'-` �i-.-•11.--��-1--Tswr.- •..r.--/�.w--ti �-.-•-wF--- --w.�-w -�-. \f•ii-.- -wr.-w��r; »..r•w-•-is�; • .r- - �- - -o.�.r -i•-•�•�» - • -w --�ii - -� / ►.t�R--.....• �•�•w-.- -.r.ww -.. ' .•w •..�....r-w.»w.r-_ •w.-w.►v r .w..•�. •.-
re
lop
✓✓ \ \\ \\ \ `t = 1 I ; t 4 t \ �• t t 1 L 1 1 t r ✓ / / .. Mr
r «- ,, .•''~ .-' . r ✓� 1 t l
r� •. ♦ �. \ \ ( 1 1 t t, \ `.• 4 \ 1 1 1 ( / J / /
IF
01 OP %kb
'r` \ \ \ } 1 ( I 1 ti ; \♦ \ t t t S ,
■t \ / / / / / / / A,,,•-'' rr,,-
r \ 1 J
r \ \ � \ t t\ 1 \ 1 \ \•, \\ It \ t ; 1 l
TDQ ' 1 • L\ TE� 3" l 1 r ✓ r / r i a• i 1
O ,� \ ♦ \\ 1 1 1 \ \ 1 \ \\ 1 t I t I r 1 1 1 ! r•'
/s ,t 1 ( t \\ \\ \ ♦,� q ` \ t I t { t �`\ I 1 1 1 1 t ! / J ° r f : .r' ..'' w■ �wI'� am i as aw r
'
y r,.. -`., ♦ t 1 1 � \ ....... \ � _ _ t` ` ..� \♦ \t .... �..... 1 i i � ...•..,.,�. 1 ......�•.t /�...r. wi,..,.' .._. f .... » � . �f...... � j . j .r„ti..... � ......» �`.y._•.,..,........y. '! y..�. » .. ...i.w:.� ..- .i....
J M w• .v.nYN • +..W,w M..r MWW.N• ...
t l t� \ \ t \ \ \ ♦ \ , / r t r iV r f , / 1
OF
'" ✓ `.. �"�. \ l t 1 1 ♦ `•� \ t � \ \ t ' 1 I 1 I t t ! t 1 I !
lt ny i /' �.� `\ \ l 1 r \ •. ♦ ! '`� ♦� \ t 1 1 1 / 1 � € t 1 f I r 1 ! 1 / l { � ,,..• ♦
r/ rr �` ••� `\ , i t \\ \y \ \\ �. ♦ti `� k 1 t t ! t i 1 I I i t t t r r / 1 I
\ { ! I 1 1 r ! 1 r , I t , 1
/' i } ♦ \♦ ♦ \ 1 1 \ \ \♦ \ �� \� y ~ ♦ ♦ \ ♦ \ t 1 1 i I ! 1 1 ! ( 1 1 r i I \ / 1 / .....,..`
O V t�tV� /r� `� `• t 1 \ y y � ti �. w \ t t 1 ( t f 1 t t t 1 1 / I Of
// ✓ ,,..- ....•w...•........` ''-,.\ \ 1 1 1 t \ � � •` `'�. `'..\ \\ ♦ t i 1 t t r 1 1 � j t 1 1 { � 1 i t � 1 1 r ,,,•r 14t
J .- ``� ♦ \ t 1 \ \� �.. �` '. \ ti \ \ 1 ( I , 1 i 1 ► 1 f r t 1 t ow \ 1
✓ r J,,... `.., �� t \ \ \ •\ •� •. \ ♦ , t i i t t t t l t 1 1 1 I � 1 • �
i ✓ .�• ti \ '� \ 1 \ � \ �� ti� ♦.•. \ \ \ ( 1 ; t I 1 � 1 t � 1 i I 1 j t t 1 i 1 1 � 1 / t
i✓ ��'/ fr''•� °•+..,` \\ 1 1 1 \\ \\ �'.� �'r.,� �,` ��` \�,` \\ \\ t t t � 1 1 t \ \ � 1 1 1 t i 1 1 ; 1 } j \
1 // `, `-.,., \ � 1 1 \\ ` �, ♦ ♦ \ �,,� \\ �t ► 1 � 1 f I 1 1 � j 1 � 1 � ( 1 r 1 1 \ 1
%0j I t ,....w.. ,......, .... `
I ♦ / `'\ ♦ '` '� � ''� ♦ \ ♦ w. 1 t 4 t , t t 1 \ � / t / / � 1 ► t 1 1 \ 1 ..».. 1 ! r .
/ / \ ♦ 1 1 \ /
! t t \ k i ► 1 \ / I f ! I t
1 r ♦ \ ti \ / 1 1 \ ♦ r r -i \
1 / /� „•• -.•.. \ \ q -•.. . � 1••- •• •. 1%6 t t 1 J 1 1 1 \ ♦ r / / ! / 1 t i t 1 i t t t /
l // / `, '`� `, 1 •,`"' `` '`, �.' `"`' .,` ''., \ t \ / 1
/ ti ti ♦ t ♦ ` �,` �• \ / 1 .•i
I / ` ♦......r» .r ti.. `\ '`♦ �., \ `� ♦♦ \
/ / r/ ♦ \ 1 s ♦ �., \ ♦ ♦ ., 1 i 1 t 1 t 1 1 / 1 1 \ \ \ \ > 1
1 r
�` 1 � �••• ��• `� \♦ \ � l 1 1 t 1 \ ', \ I � f i f! \\ 1 1 t 'ti '� t t 1 v"' r.r'
` \ \
It \ \ 1 t t 1 1 1 t 1 t \ ! t t l t t \•\, 1 t , C� , r`
� � \ ♦ \ •�. `\ \\ \ \ 1 1 1 t i 1 1 t \ 1 \ / l i } t , t 1 \.� , "� r 1 /
.•-
• �\ \ '`..,.... ��.. �•-'" \ \ \\ \ t 1 1 1 1 y\ 1 1 \ \ 1 1 ► \ \ ♦ tl � � t � � \ 1 r/
""•` � \ � ♦ � \ 1 t i \ t \ \ ` 1` \♦ ♦\ � ` t \ \ \ '\ \ \ \ \ \ 1 � ,ter
"'`•. ,� � ♦ t c t t . �j 1 \ t t �' 1 l t f �•y ��, ♦ y ti .� ♦ \ � �„� •. 1 / 1 � 1 \�
branch '
INSTALL AS PART OF STREAM GRO55ING
SEDIMENT TRAP X24
DRAINAGE AREA = AC
D15TURBED AREA = .26 AG 4
CWxLxD) g0'x10'x3.5' q
WEIR LENGTH = 4'
DITCH LINER SPECIFICATION
TRAP #LINER FOR TDDA" LINER FOR T
24 ZED WOOD MAT OR 5TRAW/NET BLANKET BLANKET W/ DOUBLE NET OR 9' (CRAP
25 BLANKET W/ D NET V'vh 5TNTHEI MAT JUTE NET OR STRAW W/ NET
INSTALL AS PART OF STREAM GRO55ING
TO RUTHERFORDTON
COUNTY LINE RD
WOMAGK RD
5R1315
TRANSMISSION LINE
WOMAG( ROAD BRfAI(ER STATION
BIG LEVEL RD
NORTH
VICINITY MAP
NTS
TO RUTHERFORDTON
'NC HWY 105
TRANSMISSION LINE
TO MILL SPRING
.• �N CAR0'
AV
•
: w
� 4 3:0
• •
• • r
• •
ev
••�' `.
'��i e• BL NG� `��
�
EROSION CONTROL PLAN
RUTHERFORD ELECTRIC MEMBERSHIP CORPORATION
TRANSMISSION LINE
WOMACK ROAD TO PEA RIDGE SUBSTATION
FOLK COUNTY., N G
TI115 DRAWING 15 THE PROPERTY OF FRED B. BLAGKLEY. ASLA
AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR
IN PART WITHOUT PERMISSION. IT IS NOT TO BE USED ON ANY
OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST.
G:`\DW Gc'D\REMG07 \WRPRF \57WRPR.D4Vu
01/31/08
10/30/07
03/20/07 5-7WRPR.0WG SHEET 7 OF 9

0o
°o
cu
CIQ
6
CQ
6i
0
0
CD
CD
0
Cr
0-
co
i
M
0
w
0
U
I
2
9
Z1Z
f 1 �
I �
I �*
I
i
l
1
Mwls.�w�W.f.....•v' ♦ .. rf• ......• w. ..�.wl.w•.••nwMw.w.wvrn•..r•w.n w.. yv rrw.M .....�.�www..•.ww.. ...iu MV.•M r.. ... .....ww-•w••
`41 ` • . JM I
�y
'� r „�.. •sue'
KEY TO SYMBOLS
— - ---- - —� - ---- CENTERLINE EXISTING TRAN5MI55ION LINE - TO BE RE
100' RIGHT OF WAY, POLE LOCATIONS SHOWN
actual limits of disturbance not shown due to scale and for gi
- -�-• -M -'- -� �- •� - --- - - • -µ-�'- '- all work within 100' right of way; minimize areas of disturbance
r
t---- EXISTING CONTOUR
' PROP05ED CONTOUR
f---- POINT OF NO CUT / NO FILL
t
1< BRANCH / STREAM / WATERCOURSE
` DELINEATED WETLANDS
IMPACTED WETLANDS C5HADED)
TGE TEMPORARY CONSTRUCTION ENTRANCE - DETAIL 1/q
._.,.........,. SILT FENCE - DETAIL 2/q
• • TEMPORARY DIVERSION WITH TEMPORARY DITCH LINER - DETAIL 3/q
DIRECTING RUNOFF TO SEDIMENT TRAP
SILT TRAP WITH BAFFLES - DETAIL 4/q
not to scale
r—
BRANCH CRO55ING CFORDJ- 5.0 /q N.A. THIS PROJECT
TEMPORARY STREAM CRO55ING - 5.1/q
TIMBER MAT COMPLETELY SPANNING STREAM CHANNEL
NO STREAM IMPACT. NO 404 PERMIT REQUIRED
PROPOSED CULVERT
PROPOSED CULVERT WITH INLET PROTECTION - DETAIL 6/9
PROPOSED CULVERT WITH OUTLET PROTECTION - DETAIL 7/q
D NO INLET OR OUTLET PROTECTION IN STREAM
e2 DETAIL NUMBER
9 REFERENCE SHEET NUMBER
NORTH
SCALE: 1 "= 50 " —O'
O' 50' 100, 150' 200'
COUNTY LINE RD
el
f�
r•
r
f
(
f
r
r
r
�f
el
f�
i
i
I
FRED B. BLACKLEY, A5LA
LANDSCAPE ARCHITECT
704.484.1731
504 SOUTH DEKALB STREET
SHELBY. NORTH CAROLINA 28150
LATTIMORE AND PEELER SURVEYING
704.538.3443
105 LONDON ROAD
LAWNDALE. N G 28080
TOPOGRAPHIC DATA FROM BOTH
GROUND -BASED SURVEY CPROFILE)
AND ELECTRONIC U5G5 INFORMATION.
r�
I
�3
f
1
rte" .'....,.,,, ...........�...,, � '' !
� f
i
Z
1
~- C
r }
1
l000l
9�01
fend r
7Z
71
0011,
/! f'
i
/l
I
/ r
r. r
/E
/ I
f , �
i
1 �
I /
1 /
' 1 /
TO RUTHERFORDTON
WOMAGK RD
SR1315
TRAN5MI55ION LINE
WOMAGK ROAD BREAKER 51A11ON ,
BIG LEVEL RD
NORTH
VICINITY MAP
NTS
TO RUTHERFORDTON
' NG HWY 105
TRAN5MI55ION LINE
TO MILL SPRING
EXISTING 18'r6MP` DRAIN PIPE UNDER NC FIWY 108
PEA p-.-4pGE 5LI155TATION
GURR NTIY PERMITTED C11/21/0G)
N — 'POCK 2007 -013'
t `
1
A' f
Jr -
rf
r�
r
s
r ,
I
• .o
0 e. B` AGE
EROSION CONTROL PLAN
RUTHERFORD ELECTRIC MEMBERSHIP CORPORATION
TRANSMISSION LINE
WOMACK ROAD TO PEA RIDGE 5UB5TATION
FOLK COUNTY, N G
TI115 DRAWING IS THE PROPERTY OF FRED B. BLAGKLEY. ASLA
AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR
IN PART WITHOUT PERMISSION. IT IS NOT TO BE USED ON ANY
OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST.
G
01/31/08
10/30/07
03/20/07 58WRPR.DWG SHEET 8 Of 9
r•
i
i
I
FRED B. BLACKLEY, A5LA
LANDSCAPE ARCHITECT
704.484.1731
504 SOUTH DEKALB STREET
SHELBY. NORTH CAROLINA 28150
LATTIMORE AND PEELER SURVEYING
704.538.3443
105 LONDON ROAD
LAWNDALE. N G 28080
TOPOGRAPHIC DATA FROM BOTH
GROUND -BASED SURVEY CPROFILE)
AND ELECTRONIC U5G5 INFORMATION.
r�
I
�3
f
1
rte" .'....,.,,, ...........�...,, � '' !
� f
i
Z
1
~- C
r }
1
l000l
9�01
fend r
7Z
71
0011,
/! f'
i
/l
I
/ r
r. r
/E
/ I
f , �
i
1 �
I /
1 /
' 1 /
TO RUTHERFORDTON
WOMAGK RD
SR1315
TRAN5MI55ION LINE
WOMAGK ROAD BREAKER 51A11ON ,
BIG LEVEL RD
NORTH
VICINITY MAP
NTS
TO RUTHERFORDTON
' NG HWY 105
TRAN5MI55ION LINE
TO MILL SPRING
EXISTING 18'r6MP` DRAIN PIPE UNDER NC FIWY 108
PEA p-.-4pGE 5LI155TATION
GURR NTIY PERMITTED C11/21/0G)
N — 'POCK 2007 -013'
t `
1
A' f
Jr -
rf
r�
r
s
r ,
I
• .o
0 e. B` AGE
EROSION CONTROL PLAN
RUTHERFORD ELECTRIC MEMBERSHIP CORPORATION
TRANSMISSION LINE
WOMACK ROAD TO PEA RIDGE 5UB5TATION
FOLK COUNTY, N G
TI115 DRAWING IS THE PROPERTY OF FRED B. BLAGKLEY. ASLA
AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR
IN PART WITHOUT PERMISSION. IT IS NOT TO BE USED ON ANY
OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST.
G
01/31/08
10/30/07
03/20/07 58WRPR.DWG SHEET 8 Of 9

0
N
c�
CD
cv
CD
t�
0
O
O
CL
i
CC
i
t`
0
C-)
w
ac
i
c.�
3
O
U
PUBLIC STREET OR ROAD
CONSTRUCTION ENTRANCE
12' MINIMUM WIDTH OR FULL WIDTH AT ALL
POINTS OF THE VEHICULAR ENTRANCE /EXIT AREA.
', • • ' ', ' ' G'. R • iA' Y'. E • L ' • '.P •A •D '.
••'
so• Mr "
CRUSHED . WASHED STONE (2 -3')
IN LAYER NOT LESS THAN 6'
ALL SEDIMENT SPILLED. DROPPED. WASHED
OR TRACKED ONTO PUBLIC STREETS MUST
BE REMOVED IMMEDIATELY. I
EMPORARY CONSTRUCTION ENTRANCE:
NTS
NOTES
ENSURE THAT DRAINAGE AREA 15 NO GREATER THAN 1/4 ACRE PER 100 LF Or FENCE
.� I EXCAVATE TRENCH AT BASE OF PENCE C4'Wx8•D)
BURY TOC Or FABRIC N TRENCH AND TAMP DACKrU
---- -- G'xG' WOVEN WIRE FOR SUPPORT
ATTACH WITH WIRE TES WITH MIN"
or 30* TENSILE STRCNGTM.
x BLACK ULTRAVIOLET RESISTANT ---
MIRIM lOOX rMR IC OR EQUAL
-- 1 1/2' STEEL CMAN EL POST CGO' TALL)
i • 6'-0' O.C. MAX. CUM N GROUND 2403
MAX. SCDMENT STORAGE LEVEL
C1/3) Or HEIGHT
WOODEN STAKE -aff oRTt'D GLT M'i?tGE
B NOT ACCEPTABLE ON 10 PROMT
CLEVATION
/020�_SILT PENCE
NTS
HAND CLEAR AT BRANCH GRO55NG
ORIGINAL BRANCH FLOW C <3•)
ORIGINAL BANK - NOT TO EXCEED 5'
4-6' CLEAN QUARRY RUN STONE (8 -12' THICK)
SURFACE FLOW DIVERSION
FLOWING TO TRAP OR CHECK DAM
e 5
yLOpE ... •.
Sq
OPT . .
......... . ...:.
.. ... .: '.... MIRIFI FILTER FABRIC C600X0 UNDER STONE
NA THIS PROJECT
STONE OVER FILTER FABRIC (MIRAFI OR EQUAL)
.SracTlQN
/5.04%\ BRA R055ING C
Cj NTS
HAND CLEAR AT BRANCH OR055ING
INSTALL EROSION CONTROL MEASURES AS SPECIFIED
OR AS REQUIRED TO PREVENT IMPACTS TO WATERCOURSE
ORIGINAL EMBANKMENT - DO NOT DISTURB
ENGINEERED TIMBER MAT ALT.- STEEL AND TIMBER
COMPACTED SUBGRADE: CBOTM SIDES)
OR
TIMBER SLEEPER
WATERCOURSE - DO NOT DISTURB
5.1 TIMBER MAT TEMPORARY BRIDGE
Oj
NTS NO 404 PERMIT REQUIRED FOR THIS MEASURE
TEMPORARY SEDIMENT STORAGE
NC•DOT *5 OR *57 WASMED STONE • 12' MI KJM THICKNESS
CLASS 'B' RIPRAP CSTRUCTIA& STONC) ON FLTER FABRIC
PLACE STOPS N 'MORW51110C' OR 'DOUGIIIN JT' AROUND INLET
TE STOPS STRUCTURE BACK INTO SLOPE CRPRAP HEADWALL)
3' MN.�....� .......��__..-
...
O .N r
2' MN
06 S•
BERM WITH RIPRAP HEADWALL
FLOW $ W .O ti 0c • 0 9000
o
INvERT
5
FLOOD il' PIN IN
ST ...�.
SECTION
6 ROCK PIPE INLET PROTECTION
q MS
SEE TABLE ON SHEETS 1 -8 FOR DITCH LINER SPECIFICATION FOR EACH TDD
INSTALL EROSION CONTROL BLANKET C10.0) AND CHECK DAMS C10.1) OR RIPRAP C10.23 PER PLANS
SHOULDER BERM OR COMPACTED FILL
'V' DITCH GEOMETRY THIS PROJECT
END WITH LEVEL SPREADER DETAIL
DIRECT INTERCEPTED FLOW
INTO SEDIMENT TRAP Z' Hh"
F L O W i� • 211 SLOPES
- ---- _• -_ - -- -------- - - - ---
COMPACT AREAS OF FILL AS REQUIRED TO PREVENT UNEQUAL SETTLEMENT
THAT WOULD CAUSE DAMAGE TO THE COMPLETED DIVERSION.
SECTION
/030IN TEMPORARY DIVERSION DITCH CTDD)
NTS
mn FILTER r,
_STONE SLGTMON
NATURAL GROUND
WASHED STOW FLTER "M C MCDOT s57) -12' LAYER -
NSTAL.L POROUS BAFFLES PER Nomm STANDARD Co."
SEE CR055 -seo' ION
NOT TO SCALE
Kv tan mu awm aw zan
>YQVMS, as OLIN xcarLLHItN
' ... .T p.'P q .G ...... .
SEE TABLE ON SHEETS 1 -8 FOR DITCH LINER SPECIFICATION FOR EACH PDD
INSTALL ER0510N CONTROL BLANKET C10.03 AND GMECK DAMS C10.13 OR RIPRAP C10.2) PER PLANS
SMOULDER BERM OR COMPACTED FILL
'V' DITCH GEOMETRY THIS PROJECT
DIRECT INTERCEPTED FLOW TO DRAIN PIPE Z•�
F L O W ---� -�--
211 SLOPES -
COMPACT AREAS OF FILL. AS REQUIRED TO PREVENT UNEQUAL SETTLEMENT
THAT WOULD CAUSE DAMAGE TO THE COMPLETED DIVERSION.
SECTION
PERMANENT DIVERSION DITCH CPDD)
NTS
CLASS B RIPRAP
SPECIFICATIONS
EMERGENCY BY -PASS 6' 5MOW
SLOPE C7.)
SETTLED TOP Or DAM
GROSSING ANGLE - •60'
OVERFILL 6' FOR
DESIGN SETTLED TOP
SETTLEMENT
0 WEIR LENS VARCS
RIG"T OF WAY CWORK ZONE) 15 CNILY 100' WIDE.
DIVERT RUNOFF TO STABLE NATURAL OUTLET
p O 0
0 O
O Co
OO o0 Zil SIDE SLOPE
MAXMUM
00
0 eV •
/
Oo0
USE 2 BAFFLES TO W DE BASH ltOUGtiLY INTO THIRDS.
0
- •. ----14 sOLrSLoPE
mn FILTER r,
_STONE SLGTMON
NATURAL GROUND
WASHED STOW FLTER "M C MCDOT s57) -12' LAYER -
NSTAL.L POROUS BAFFLES PER Nomm STANDARD Co."
SEE CR055 -seo' ION
NOT TO SCALE
Kv tan mu awm aw zan
>YQVMS, as OLIN xcarLLHItN
' ... .T p.'P q .G ...... .
SEE TABLE ON SHEETS 1 -8 FOR DITCH LINER SPECIFICATION FOR EACH PDD
INSTALL ER0510N CONTROL BLANKET C10.03 AND GMECK DAMS C10.13 OR RIPRAP C10.2) PER PLANS
SMOULDER BERM OR COMPACTED FILL
'V' DITCH GEOMETRY THIS PROJECT
DIRECT INTERCEPTED FLOW TO DRAIN PIPE Z•�
F L O W ---� -�--
211 SLOPES -
COMPACT AREAS OF FILL. AS REQUIRED TO PREVENT UNEQUAL SETTLEMENT
THAT WOULD CAUSE DAMAGE TO THE COMPLETED DIVERSION.
SECTION
PERMANENT DIVERSION DITCH CPDD)
NTS
S•-o•
�..:: rrrr :•
ff • rliyr��,frrr . ��
7'rrf r t��rh r
�^hrr.•f O 0
�Y r o• `/ 0�V 70 .0 0 24 SLOPE MAx�MUM
"�Oo O 0
0 � OC1 0 •
8 ° 00 0
.... °� .0190 O
STORAGE VOLU•tE AND SURFACE AREA �... -' • - I � -� • .-- ^- • � I €� I I� � �� i �---� ..-- (_�.., - • - •--- -- . ,---, •
DESIGNED FOR MAXMJM TRAPPING EfnCIENCY EXCAVATE 14' M�JMI MW FLYER rADRICG�
SfScnab
f*04` GRAVEL FILTER TYPE SEDIMENT TRAP WITH BAFFLE5
NTS
THIS DETAIL REFLECTS NGDENR 6 /O6 REVISIONS
REMOVE ENTIRE STRUCTURE AT END OF PROJECT
REMOVE ALL ACCUtrAUTED SEDWNT
SOW ALL OISTURM AREAS
STAKE FOR SUPPORT WIRE
SUPPORT WIRE ACROSS TOP
STEEL SUPPORT POSTS - DRIVE 24' INTO BOTTOM OR SIDES
�-•- GOIR MESH -
ATTACHED TO SUPPORT WIRE /POST5 WITH WIRE OR ZIP TIES
STAPLED OR TRENGMED INTO BOTTOM OR SIDES
POROUS BAP'P'L.E GR05S- SECTION
ALTERNATE CONFIGURATION- �.•��;
NO DEFINED DRAINAGE CHANNEL •��.•'
40
00 INDICATES LIMITS OF RIPRAP ••••���
0
.n
o
pA'E DIAMETER CHANNEL BOTTOM;
43b - lu #I w %�T "m
FLARED END SECTION
•••�'
ARMOR SLOPES WITH RIPRAP •.� �
PLAN ••0 O
•• aC
FLARED END SECTION � LENGTH- SEE PLAN AND GALCS.
DRAINAGE PAC
If
#5 WASHED STONE FILTER BLAN(ETC6' LAYER). ALT hIRAFl FILTER FABRIC
RIPRAP - 18' LAYER
SECTION INSTALL FILTER BLANKET AND RIPRAP UNDER FLARED END SECTION
FOR OUTLET PROTECTION GEOMETRY SEE PLANS
!.e:71 LRIPRAP ENERGY D1551PATOR /OUTLET PROTECTION
In
tp
Q
QL
t.l...l
Z
J
'r
V
NTS
Ef f ECTIVE 03/10/03
O
1. IMPLEMENT THE APPROVED ER05ION AND SEDIMENTATION CONTROL
AND KEEP A COPY PLAN OF THE PLAN ON SITE. DEVIATION FROM THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN WILL BE
CONSIDERED A VIOLATION OF THE FEDERAL NPDES GENERAL PERMIT.
2. PREVENT SPILLING OF FUELS.LUBRICANTS. COOLANTS.HYDROLIC FLUIDS.
AND ANY OTHER PETROLEUM PRODUCTS ONTO THE GROUND OR INTO
SURFACE WATERS. DISPOSE OF SPENT FLUIDS APPROPRIATELY.
3. USE HERBICIDES. PESTICIDES. AND FERTILIZER IN A MANNER CONSISTANT
WITH THE FEDERAL INSECTICIDE. FUNGICIDE AND RODENTICIDE ACT AND
IN ACCORDANCE WITH LABEL RESTRICTIONS.
4. CONTROL MANAGEMENT AND DISPOSAL OF LITTER AND SANITARY
WASTE FROM THE SITE 50 THAT NO ADVERSE IMPACTS TO WATER
QUALITY OCCUR.
5. INSPECT ALL EROSION CONTROL AND SEDIMENTATION CONTROL
FACILITIES EVERY SEVEN CALENDAR DAYS CTWICE IN SEVEN CALENDAR
DAYS FOR STORMWATER DISCHARGES TO STREAMS ON THE LATEST
EPA - APPROVER 303Cd) LIST) AND WITHIN 24 HOURS OF ANY STORM
EVENT OF MORE THAN 0.5 INCHES OF RAIN IN A 24 -HOUR PERIOD.
MAINTAIN A RAIN GAUGE ON SITE AND KEEP A RECORD OF THE RAINFALL
AMOUNTS AND DATES.
G. OBSERVE STORMWATER RUNOFF DISCHARGES AND LOOK FOR CLARITY.
FLOATING SOLIDS. SUSPENDED SOLIDS. OIL SHEEN AND OTHER
OBVIOUS INDICATORS OF POLLUTION AND EVALUATE THE EFFECTIVENESS
OF THE EROSION AND SEDIMENTATION CONTROL MEASURES. IF
SEDIMENTATION 15 LEAVING THE DISTURBED AREA. TAKE IMMEDIATE
ACTION TO CONTROL THE DISCHARGE.
7. KEEP A RECORD OF INSPECTIONS. RECORD ANY VISIBLE SEDIMENTATION
FOUND OUTSIDE THE DISTURBED LIMIT AND RECORD MEASURES TAKEN TO
CLEAN UP THE SEDIMENT. MAKE THESE RECORDS AVAILABLE TO THE
DIV15ION OF WATER QUALITY OR ITS AUTHORIZED AGENT UPON REQUEST.
8. MAINTAIN EROSION CONTROL MEASURES TO KEEP THEM OPERATING AT
OPTIMUM EFFICIENCY.
A COPY OF THE GENERAL PERMIT CAN BE DOWNLOADED FROM
THE DWQ STORMWATER AND GENERAL PERMITS WEBSITE AT
hhtpt// h2o. ur. 5tatsj x. us/ su/ PDF_ Fdes /$W_Gewr:L-Permfts /NCGO1000O.pdf
ROLLED EROSION CONTROL PRODUCT - NORTH AMMERK M GREEN OR COM
DO NOT STRETCH PRODUCT TOO TIGMT
ALLOW FOR IRREGULARITIES N SLOPE
WORK SLOPE "FACE TO A SMOOTH CONDITION BEFORE PLACEMENT
FOR SLOPES <3$L PRODUCT ROLL MAY BE PLACED HORIZONTALLY
LIME. FERTIIZE AND SEED BEFORE NSTAL.LATION Of PRODUCT
. : ? �; ;-• -� • '� = ;�• .
PLANTING OF TREES. SHREWS OR GROUNDGOVER AFTER INSTALLATION
�'`•�� . " :�,; ; =:'t �•- �;:•; : STAPLING PATTERN AS PER MANIXACTUtER'S SPE=ATIONS
,;,, s : ,r; •.r • IF BERM 15 AT THE TOP Or SLOPE.
.' i'e.. - Y', .,ti •'r* ANCHOR U PSLOPE or THC BERM
� „rte . J
// ,/ �K >> .
..�` �..
/ //// ANCHOR N 6'x6' TRENCH AND STAPLE AT 12' O.G.
.. /
.. •r.• /
• /
.,• •• ,.�• a ..w• • , /
' ' • . , i' SMNGL•E -LAP WITH M mm OVERLAP or G'
w • : V • • • • • • •• . / OR
/ KC44 NEW ROLL N CHECK SLOT
r + �.. `"" i` ' • ' : ' /' %ft STAPLE OVERLAP$ MAXIMUM r O.G.
BRING PRODUCT TO LEVEL AREA BELOW TOE
• I F=31 TURN THE END UNDER 4' AND STAPLE AT 12' O.C.
` 1
ROLLED EROSION CONTROL PRODUCT -SLOPE INSTALLATION
NTS
NOTE- TI115 DETAIL IS NOT SPECIFICALLY REFERENCED
ON PLANS. BUT SHALL BE USED A5 REQUIRED.
EARTHEN RIDGE
PLACEMENT
SPECIFICATIONS
NOTES
SLOPE C7.)
SPACING CFT)
GROSSING ANGLE - •60'
THIS PROJECT N LOCATED ON HILLY TERRAIN AND THE
123
O V E R L A N D F L O W
5 -10%
10
RIG"T OF WAY CWORK ZONE) 15 CNILY 100' WIDE.
DIVERT RUNOFF TO STABLE NATURAL OUTLET
_207.
20 3S7
50
ALL SMIMENT TRAPS ARE LESS THAN 20' N LENGTH.
>33%
23
F L O W
USE 2 BAFFLES TO W DE BASH ltOUGtiLY INTO THIRDS.
FEET ZONE
33Z Or SURFACE AREA
MDDLE
GOIR EROSION BLANKET BAFFLE (700 9/m )
"
35Z Of RVACE AREA
SOURGEP CFP 1.800.333.0046
ouw ZONE
INSTALLATION SIMILAR TO SILT FENCE
3OZ Or WAM AREA
WEIR
S•-o•
�..:: rrrr :•
ff • rliyr��,frrr . ��
7'rrf r t��rh r
�^hrr.•f O 0
�Y r o• `/ 0�V 70 .0 0 24 SLOPE MAx�MUM
"�Oo O 0
0 � OC1 0 •
8 ° 00 0
.... °� .0190 O
STORAGE VOLU•tE AND SURFACE AREA �... -' • - I � -� • .-- ^- • � I €� I I� � �� i �---� ..-- (_�.., - • - •--- -- . ,---, •
DESIGNED FOR MAXMJM TRAPPING EfnCIENCY EXCAVATE 14' M�JMI MW FLYER rADRICG�
SfScnab
f*04` GRAVEL FILTER TYPE SEDIMENT TRAP WITH BAFFLE5
NTS
THIS DETAIL REFLECTS NGDENR 6 /O6 REVISIONS
REMOVE ENTIRE STRUCTURE AT END OF PROJECT
REMOVE ALL ACCUtrAUTED SEDWNT
SOW ALL OISTURM AREAS
STAKE FOR SUPPORT WIRE
SUPPORT WIRE ACROSS TOP
STEEL SUPPORT POSTS - DRIVE 24' INTO BOTTOM OR SIDES
�-•- GOIR MESH -
ATTACHED TO SUPPORT WIRE /POST5 WITH WIRE OR ZIP TIES
STAPLED OR TRENGMED INTO BOTTOM OR SIDES
POROUS BAP'P'L.E GR05S- SECTION
ALTERNATE CONFIGURATION- �.•��;
NO DEFINED DRAINAGE CHANNEL •��.•'
40
00 INDICATES LIMITS OF RIPRAP ••••���
0
.n
o
pA'E DIAMETER CHANNEL BOTTOM;
43b - lu #I w %�T "m
FLARED END SECTION
•••�'
ARMOR SLOPES WITH RIPRAP •.� �
PLAN ••0 O
•• aC
FLARED END SECTION � LENGTH- SEE PLAN AND GALCS.
DRAINAGE PAC
If
#5 WASHED STONE FILTER BLAN(ETC6' LAYER). ALT hIRAFl FILTER FABRIC
RIPRAP - 18' LAYER
SECTION INSTALL FILTER BLANKET AND RIPRAP UNDER FLARED END SECTION
FOR OUTLET PROTECTION GEOMETRY SEE PLANS
!.e:71 LRIPRAP ENERGY D1551PATOR /OUTLET PROTECTION
In
tp
Q
QL
t.l...l
Z
J
'r
V
NTS
Ef f ECTIVE 03/10/03
O
1. IMPLEMENT THE APPROVED ER05ION AND SEDIMENTATION CONTROL
AND KEEP A COPY PLAN OF THE PLAN ON SITE. DEVIATION FROM THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN WILL BE
CONSIDERED A VIOLATION OF THE FEDERAL NPDES GENERAL PERMIT.
2. PREVENT SPILLING OF FUELS.LUBRICANTS. COOLANTS.HYDROLIC FLUIDS.
AND ANY OTHER PETROLEUM PRODUCTS ONTO THE GROUND OR INTO
SURFACE WATERS. DISPOSE OF SPENT FLUIDS APPROPRIATELY.
3. USE HERBICIDES. PESTICIDES. AND FERTILIZER IN A MANNER CONSISTANT
WITH THE FEDERAL INSECTICIDE. FUNGICIDE AND RODENTICIDE ACT AND
IN ACCORDANCE WITH LABEL RESTRICTIONS.
4. CONTROL MANAGEMENT AND DISPOSAL OF LITTER AND SANITARY
WASTE FROM THE SITE 50 THAT NO ADVERSE IMPACTS TO WATER
QUALITY OCCUR.
5. INSPECT ALL EROSION CONTROL AND SEDIMENTATION CONTROL
FACILITIES EVERY SEVEN CALENDAR DAYS CTWICE IN SEVEN CALENDAR
DAYS FOR STORMWATER DISCHARGES TO STREAMS ON THE LATEST
EPA - APPROVER 303Cd) LIST) AND WITHIN 24 HOURS OF ANY STORM
EVENT OF MORE THAN 0.5 INCHES OF RAIN IN A 24 -HOUR PERIOD.
MAINTAIN A RAIN GAUGE ON SITE AND KEEP A RECORD OF THE RAINFALL
AMOUNTS AND DATES.
G. OBSERVE STORMWATER RUNOFF DISCHARGES AND LOOK FOR CLARITY.
FLOATING SOLIDS. SUSPENDED SOLIDS. OIL SHEEN AND OTHER
OBVIOUS INDICATORS OF POLLUTION AND EVALUATE THE EFFECTIVENESS
OF THE EROSION AND SEDIMENTATION CONTROL MEASURES. IF
SEDIMENTATION 15 LEAVING THE DISTURBED AREA. TAKE IMMEDIATE
ACTION TO CONTROL THE DISCHARGE.
7. KEEP A RECORD OF INSPECTIONS. RECORD ANY VISIBLE SEDIMENTATION
FOUND OUTSIDE THE DISTURBED LIMIT AND RECORD MEASURES TAKEN TO
CLEAN UP THE SEDIMENT. MAKE THESE RECORDS AVAILABLE TO THE
DIV15ION OF WATER QUALITY OR ITS AUTHORIZED AGENT UPON REQUEST.
8. MAINTAIN EROSION CONTROL MEASURES TO KEEP THEM OPERATING AT
OPTIMUM EFFICIENCY.
A COPY OF THE GENERAL PERMIT CAN BE DOWNLOADED FROM
THE DWQ STORMWATER AND GENERAL PERMITS WEBSITE AT
hhtpt// h2o. ur. 5tatsj x. us/ su/ PDF_ Fdes /$W_Gewr:L-Permfts /NCGO1000O.pdf
ROLLED EROSION CONTROL PRODUCT - NORTH AMMERK M GREEN OR COM
DO NOT STRETCH PRODUCT TOO TIGMT
ALLOW FOR IRREGULARITIES N SLOPE
WORK SLOPE "FACE TO A SMOOTH CONDITION BEFORE PLACEMENT
FOR SLOPES <3$L PRODUCT ROLL MAY BE PLACED HORIZONTALLY
LIME. FERTIIZE AND SEED BEFORE NSTAL.LATION Of PRODUCT
. : ? �; ;-• -� • '� = ;�• .
PLANTING OF TREES. SHREWS OR GROUNDGOVER AFTER INSTALLATION
�'`•�� . " :�,; ; =:'t �•- �;:•; : STAPLING PATTERN AS PER MANIXACTUtER'S SPE=ATIONS
,;,, s : ,r; •.r • IF BERM 15 AT THE TOP Or SLOPE.
.' i'e.. - Y', .,ti •'r* ANCHOR U PSLOPE or THC BERM
� „rte . J
// ,/ �K >> .
..�` �..
/ //// ANCHOR N 6'x6' TRENCH AND STAPLE AT 12' O.G.
.. /
.. •r.• /
• /
.,• •• ,.�• a ..w• • , /
' ' • . , i' SMNGL•E -LAP WITH M mm OVERLAP or G'
w • : V • • • • • • •• . / OR
/ KC44 NEW ROLL N CHECK SLOT
r + �.. `"" i` ' • ' : ' /' %ft STAPLE OVERLAP$ MAXIMUM r O.G.
BRING PRODUCT TO LEVEL AREA BELOW TOE
• I F=31 TURN THE END UNDER 4' AND STAPLE AT 12' O.C.
` 1
ROLLED EROSION CONTROL PRODUCT -SLOPE INSTALLATION
NTS
NOTE- TI115 DETAIL IS NOT SPECIFICALLY REFERENCED
ON PLANS. BUT SHALL BE USED A5 REQUIRED.
EARTHEN RIDGE
PLACEMENT
SPECIFICATIONS
GROSS SLOPE - 27.
SLOPE C7.)
SPACING CFT)
GROSSING ANGLE - •60'
<57.
123
LOCATE OUTLET ON UNDISTURBED AREA
5 -10%
10
100
DIVERT RUNOFF TO STABLE NATURAL OUTLET
_207.
20 3S7
50
CUNLESS OTHERWISE NOTED)
>33%
23
F L O W
w
LU
Ul e-9
Uj
o�
0
00
°L o
wQ
� Q
ON
O~
w
�o
�w
w
w
O
z
/INWATER BAR C
NTS
NOTE- THIS DETAIL IS NOT SPECIFICALLY REFERENCED
ON PLANS. BUT SHALL BE USED AS REQUIRED.
DETAIL 15 APPLICAGABLE TO 'V' OR PARABOLIC DITCH GEOMETRY
DRAINAGE SWALE OR TEMPORARY DIVERSION
ER05ION CONTROL BLANKET - NORTH AMERICAN GREEN OR EQUAL
ANCHOR BLANKET WITH STAPLES 18 -36' APART.
STAPLES SMALL BE 11 GA. 604' C85LIN0 OR EQUAL).
BLANKET WILL CONFORM TO CONFORM TO TRIANGULAR.
PARABOLIC OR TRAPEZOIDAL GROSS- SECTION.
BURY ENDS 6' DEEP AND ANCHOR WITH STAPLES.
BACKFILL AND TAMP.
FOLD BLANKET INTO 6' TRENCH C25'00) AND ANCHOR
WITH DOUBLE ROW OF STAPLES AND TAMP BAGKFILL.
COMPACTED SUBGRADC
h EROSION CONTROL BLANKET - DITCH LINER
NTS
0.
CHECK DAM
mmum
NT5
SCE TABLE ON SHEETS 1 -8 FOR DITCH LINER SPECRICATION
MAL APPLICABLE TO 'V' OR PARABOLIC DITCH GEOMETRY
THE TOP ELEVATION OF A DOWNIILL CHECK DAM SHALL eC THE
THE SAM[ AS THE BOTTOM ELEVATION Or AN LrHI<L CHOCK DAM
w, • _ - - :1ROSION CONTROL STONE
M HEIGHT N CENTER Cl2' THIS PROJECT)
K rABW
RMED SUBGRADE
CHECK DAMS MAY REMAIN AFTER CHANNEL. VEGETATION IS CSTABUSMED
DETAIL 15 APPLICAGABLE TO 'V' OR PARABOLIC DITCH GEOMETRY
SIDE SLOPES 211 OR AS SHOWN
`OR DEPTH SEE CHART ON PLAN
RIPRAP -LINED CHANNEL
MS
PRAP. FOR CLASS AND d SEE PLAN
RIFI 100X FABRIC
PORTANT NOTE,
VVER- EXCAVATE DITCH BOTTOM TO DIMEN51ON OF 'T'
SITE DE 5GRIPTION /NATURE OF WORK
THIS PROJECT INVOLVES THE RECONSTRUCTION OF A
TRANSMISSION LINE AND A STABILE RIGHT -OF -WAY
APPROXIMATELY 2.1 MILES LONG AND 100' WIDE.
AN ACCESS ROUTE AVERAVING 12' IN WIDTH WILL
BE MADE OVER THE ENTIRE LENGTH. GRAVEL WILL BE
INSTALLED AS NEEDED. ROUTE THE ACGE55WAY
WITHIN THE 100' RIGHT -OF -WAY TO BEST ADVANTAGE.
LAND USE ALONG THE ROUTE OF THE TRAN5MI55ION
LINE 15 RURAL. THE 100' CORRIDOR IS IN STABILE
GROUNDCOVER THAT CAN BE BEST DESCRIBED AS
RANGING FROM ESTABLISHED PASTURE TO MEADOW /
OLD FIELD CMANAGED EARLY 5UCCE5510N) TO LAWN.
THE ROUTE PA55ES THROUGH OPEN AND WOODED
LANDSCAPES. TERRAIN RANGES FROM FLAT TO
ROLLING TO STEEP.
CONSTRUCT A TEMPORARY CONSTRUCTION ENTRANCE
AT EACH ROADWAY CROSSING / ACCE55 POINT.
SEE DETAIL 1/16. INSTALL APPROPRIATELY 51ZED
C5PECIFIED) DRAINAGE PIPE WHERE 51DE DITCH EX15T5.
INSTALL SILT FENCE AS SHOWN OR AS NEEDED.
DETAIL 2.
CONSTRUCT TEMPORARY DIVERSIONS AS NEEDED TO
DIRECT SURFACE RUNOFF TO TEMPORARY SEDIMENT TRAP.
DETAIL 3.
CONSTRUCT TEMPORARY SEDIMENT TRAP ON DOWN-
STREAM SIDE OF ACGE55WAY. WITHIN ANY NON -PIPED
DRAINAGEWAY AND ON BOTH 51DES OF ANY BRANCH
GROSSING. DETAIL 4.
INSTALL TIMBER MAT AT EACH BRANCH CROSSING. DETAIL 5.1
AT BRANCH GROSSING. ANY EXISTING TREES WILL BE GUT.
BUT STUMPS WILL REMAIN. NO GRUBBING WILL TAKE PLACE
WITHIN 50' OF A BRANCH IN ORDER TO MINIMIZE
DISTURBANCE. ALL BRANCH CROSSINGS WILL BE
HAND - CLEARED .
OTHERWISE. GRADING WILL BE MINIMAL AND ONLY TO
THE EXTENT NECE55ARY TO ALLOW EQUIPMENT TO
ACCESS POLE LOCATIONS. ALL DENUDED AREAS
SHALL BE SEEDED WITH GROUNDCOVER PER 5PEC5.
IN AREAS WHERE PASTURE IS CROSSED. NO GROUND
DISTURBING ACTIVITIES ARE REQUIRED. THEREFORE.
CERTAIN SEDIMENT TRAPS MAY BE CONSIDERED
OPTIONAL, PROVIDED NO GROUND DISTURBING
ACTIVITIES ARE UNDERTAKEN.
CONSTRUCT WATER BARS ALONG SECTIONS OF
ACCESS ROAD WHERE RUNOFF CAN ACCUMULATE AND
RUN PARALLEL TO OR WITHIN ROADWAY. PLACE WATER
WARS DIAGONALLY ACRO55 SLOPING ROADWAY.
DETAIL 9.
UNFOR5EEN SITE CONDITIONS MAY REQUIRE THE NEED
TO INSTALL ROLLED EROSION CONTROL PRODACT CDETAIL 8)
WATER BARS CDETAIL 9). EROSION CONTROL BLANKET -
DITCH LINER CDETAIL 10) OR RIP -RAP CHANNEL CDETAIL 10.1)
IN CERTAIN AREAS. EMPLOY ANY MEANS NECE55ARY TO CONTROL
SEDIMENT.
AT BRANCH CROSSING. GRADE ONLY A5 REQUIRED TO CONSTRUCT
SPECIFIED DEVICE.
OTHERWISE. GRADING WILL BE MINIMAL AND ONLY TO THE EXTENT
NECESSARY TO ALLOW EQUIPMENT TO ACCESS POLE LOCATIONS.
ALL DENUDED AREAS SHALL BE SOWN IN PERMANENT GROUNDCOVER.
SHALL BE SOWN IN PERMANENT GROUNDCOVER.
NOTE NEW REQUIREMENTS FOR TEMPORARY SEEDING AND SEDIMENT
TRAP WITH BAFFLES.
THERE WILL BE NO OFF -51TE WASTE AREAS.
CONSTRUCTION SEQUENCE
- OBTAIN APPROVAL Or EROSION CONTROL PLAN
rROM NCMO CAG"DW REGIONAL O"M
PRIOR TO 5E0MG ANY LAND 016TURBNG ACTIVITY.
- ATTEND PRE - CONSTRUCTION GONFERENCC.
-
INSTALL ALL REQUIRED TEMPORARY EROSION
CONTROL MEASURES AS trDiGATED ON PLAN.
REWORK OR MODIFY MEASURES AS GRADING AND
FILLING OPERATIONS PROGRESS.
- MANTAN ALL TEMPORARY MEASUREs FOR THE
DURATION OF THE PROJECT. INSPECT W MY
AND AFTER ANY RAINFALL EVENT.
- CL.EARCUT AND GRIND ALL TREES WITM RIGMT -Or -WAY.
MULL" ENTIRE RIGHT Or WAY WIT H MATERUL FROM
GRINDING OPERATION.
- INSTALL AND MAINTAIN INLET AND OUTLET PROTECTION
MEASURES.
- PROVIDE TEMPORARY OR PERMANENT GROLAIDCOVER N
ALL DENUDED AREAS USING SEEDBED PREPARATION AND
SEEDING SCHEDULE. NSTALL EROSION CONTROL
PETTING AS SHOWN OR AS REQLBRED TO MOLD SEED
AND MULCH N PLACE LJML PERMANENT GROUNDGOVER
IS ESTABLISHED.
EFFECTING 30/01/06
- SLOPES LEFT EXPOSED WILL WOM 0 CAMW SATs
Or COMPLETION Of ANY PHASE OF GRADING. BL:
PLANTED OR OTHERWISE PROVIDED WMTM TEMPORARY
OR PERMANENT GROUJNDCOvm DEvICES OR
STRUCTURES SUFTUCENT TO RESTRAIN EROSION.
ALL OTHER DISTURBED. EXPOSED AREAS SHALL
BE SEEDED WIT" TEMPORARY GROUJNOGOVER
WITMN 15 WORKING DAYS OR 30 CALENDAR
DAYS roLLOWNG COMPLETION Or ANY PHASE
or GRADING. WHICHEVER Is SHORTER•
-
PROVIDE GROINDGOVER N ALL DENUDED
AREAS uSNG SEEDBED PREPARATION AND SEEDING
SCHEDULE. INSTALL EROSION CONTROL PETTING
AS SHOWN OR AS REQLX= TO MOLD SEED AND
MLA.CH N PLACE UNTL P1749 ENT GROUNDCOVZR
IS ESTABLISMED.
- ALL DISTURBED AREAS 5"ALL BE SEEDED WMi
MWAMlT_GROUNI)QOVM M" 15 WORKING DAYS
COR GO CAL.ANDER DAYS) fOLLOWNG COMPLETION
OF THE PROJECT.
- MAINTAIN TEMPORARY EROSION CONTROL
MCAS MS, UNTIL TMC SRC "AS BEEN INSPECTED
AND FOUND TO BC IOOX STABLE. ONCE STABLE
COMMMITELY REMOVE ALL TEMPORARY MEASURES.
REPAIR ANY DAMAGES TO 60" AREAS.
- LGVC NO !MIRE AWA&
SEEDBED PREPARATION
- CHISEL COMPACTED AREAS AND SPREAD TOP501L
THREE INCHES DEEP OVER ADVERSE SO L
CONDITIONS. IF AVAILABLE.
- RIP ENTIRE AREA TO A DEPTH OF SIX INCHES.
REMOVE ALL LOOSE ROCK. ROOTS AND OTHER
OBSTRUCTIONS LEAVING SURFACES REASONABLY
SMOOTH AND UNIFORM.
APPLY AGRICULTURAL LIME. FERTILIZER AND
SUPERPHOSPHATE UNIFORMLY AND MIX WITH 501Ll
- AGRICULTURAL LIME5TONE- 3 TONS / ACRE
- FERTILIZER C10- 10 -10)- 1200# / ACRE
- SUPERPHOSPHATE C20Z)- 500# / ACRE
-MULCH CSMALL GRAN STRAW) -2 TONS / ACRE
- ANCHOR- ASPHALT EMUL51ON • 300 GAL. /ACRE
- CONTINUE TILLAGE UNTIL A WELL - PULVERIZED.
FIRM. REASONABLY UNIFORM SEEDBED 15
PREPARED 4 TO G INCHES DEEP.
- SEED ON A FRESHLY PREPARED SEEDBED AND
COVER SEED LIGHTLY WITH SEEDING EQUIPMENT
OR CULTIPACK AFTER SEEDING.
- MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR
MATERIAL AS REQUIRED.
- INSPECT ALL SEEDED AREAS AND MAKE NECE55ARY
REPAIRS OR RESEEDNGS WITHIN THE PLANTING
SEASON. IF POSSIBLE. IF STAND SHOULD BE
OVER GOZ DAMAGED. REESTABLISH FOLLOWING
ORIGINAL LIME. FERTILIZER AND SEEDING RATES.
- CONSULT CONSERVATION INSPECTOR OR LANDSCAPE
ARCHITECT ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER 15
ESTABLISHED.
5E'EDING 5GHEDUULE
PLANTING DATES TYPE SEEDING RATE
SnOULDERS. SQL DITCHES. SLOPES CMAX• 34.)
8/15 -11/1 TALL FESCUE 120# / ACRE
11/1-3/1 TALL FESCUE WITH 120# / ACRE
ABRUZZI RYE 25# /ACRE
3/1 - 4/15 TALL FESCUE 120 # / ACRE
4/15 - G/30 HULLED C. BERMUDA 12# / ACRE
7/15 - 8/15 TALL FESCUE M2 GO# / ACRE
*BROWNTOP MILLET 35# / ACRE
SLOPES C3 =1 TO 281
3/1 - G/1 SERICEA LESPEDEZA CSCRFD) 50# / ACRE
M2
3/1 - 4/15 TALL FESCUE GO# / ACRE
G/1 - 9/1 °TALL FESCUE &Q GO# / ACRE
*BROWNTOP MULLET 35# / ACRE
10/1-3/1 5ERICEA LESPEDEZA
CUNHULLED- UNSCRFD) &Q 70# / ACRE
TALL FESCUE 50# /ACRE
11/1-3/1 A122 ABRUZZI RYE 25# / ACRE
CONSULT CONSERVATION ENGINEER. SOIL CONSERVATION SERVICE.
OR LANDSCAPE ARCHITECT FOR ADDITIONAL INFORMATION FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR
VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES
ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS. OTHER
SEEDING RATE COMBINATIONS ARE POSSIBLE.
*TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR
DESIRED PERMANENT VEGETATION. DO NOT ALLOW
TEMPORARY COVER TO GROW OVER 12' N HEIGHT
BEFORE MOWING. OTHERWISE FE50UE MAY BE
SHADED OUT.
FRED B. BLACKLEY, A5LA
LANDSCAPE ARCHITECT
704.484.1731
504 SOUTH DEKALB STREET
SHELBY, NORTH CAROLINA 28150
TEMPORARY CONSTRUCTION ENTRANCE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD
AND SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS
MAY REQUIRE PERIODIC TOPDRESSING WITH A 2 -INCH STONE.
AFTER EACH RAINFALL. INSPECT ANY STRUCTURE USED TO
TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED.
WASHED OR TRACKED ONTO PUBLIC ROADWAYS.
SILT FENCE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER
EACH RAINFALL. MAKE ANY REPAIRS IMMEDIATELY. SHOULD THE
FABRIC OF THE SEDIMENT FENCE COLLAPSE. TEAR. DECOMP05E
OR BECOME INEFFECTIVE. REPLACE IT PROMPTLY. REMOVE
SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING
THE FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALS
AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE
AREA HAS BEEN PROPERLY STABILIZED.
DIVERSIONS - TEMPORARY AND PERMANENT
INSPECT DIVERSIONS CTEMPORARY AND PERMANANT) ONCE A WEEK
AND AFTER EACH RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM
THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CHECK
OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA
BELOW TEMPORARY DIVERSIONS IS PERMANENTLY STABILIZED. REMOVE
THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND
LEVEL AND APPROPRIATELY STABILIZE. PERMANENT DIVERSION TO REMAIN.
GRAVEL FILTERS TYPE SEDIMENT TRAP WITMt BAFFLES
INSPECT ALL TEMPORARY SEDIMENT BASINS AFTER EACH PERIOD
OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE THE
BASIN TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HA5
ACCUMULATED TO ONE THIRD THE DE51GN DEPTH. PLACE THE
SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA
AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE FROM ER05ION OR PIPING.
PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE
IT 15 A MINIMUM OF 1.5 FT. BELOW THE LOW POINT OF THE
EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE
EMBANKMENT TO 5UGHTLY ABOVE DESIGN GRADE. ANY RIPRAP
DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
AFTER ALL SEDIMENT- PRODUCING HAVE BEEN PERMANENTLY
STABILIZED. REMOVE THE STRUCTURE AND ALL UNSTABLE
SEDIMENT. SMOOTH THE AREA TO BLEND WITH ADJOINING
AREAS AND STABILIZE PROPERLY.
TIMBER MAT CTEMPORARY CROSSING)
INSPECT BRANCH CROSSINGS PERIODICALLY AND AFTER MAJOR
STORMS TO CHECK FOR EROSION OF APPROACHES. SEDIMENT
OR DEBRIS ACCUMULATION ON AND BETWEEN MEMBERS. OR
SETTELING OF STRUCTURE. MAKE ALL NEEDED REPAIRS
IMMEDIATELY TO PREVENT FURTHER DAMAGE TO INSTALLATION.
INLET PROTECTION
INSPECT THE BARRIERS /STRUCTURES AFTER EACH RAIN AND
MAKE REPAIRS AS NEEDED. REMOVE SEDIMENT FROM THE POOL
AREA AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOL-
UME FOR THE NEXT RAIN. TAKE CARE NOT TO DAMAGE OR
UNDERCUT THE FABRIC OR GRAVEL FILTER DURING SEDIMENT
REMOVAL. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN
ADEQUATELY STABILIZED. REMOVE ALL MATERIALS AND ANY
UNSTABLE SEDIMENT AND DISPOSE OF THEM PROPERLY. BRING
THE DISTURBED AREA TO THE GRADE OF THE DROP INLET AND
SMOOTH AND COMPACT IT. APPROPRIATELY STABILIZE ALL BARE
AREAS AROUND THE INLET.
OUTLET PROTECTION
INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO
SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS
TAKEN PLACE OR IF STONES HAVE BEEN DISLODGED.
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER
DAMAGE.
SWALES. DITCHES AND DIVERSION$ (WATER BARS)
DURING THE ESTABLISHMENT PERIOD. CHECK GRASS -LINED
CHANNELS AFTER EVERY RAINFALL. AFTER GRA55 15 E5TAB-
L15HED. PERIODICALLY CHECK THE CHANNEL; CHECK IT AFTER
EVERY HEAVY RAINFALL EVENT. IMMEDIATELY MAKE REPAIRS.
IT 15 PARTICULARLY IMPORTANT TO CHECK THE CHANNEL OUT-
LET AND ALL ROAD CROSSINGS FOR BANK STABILITY AND
EVIDENCE OF PIPING OR SCOUR HOLES. REMOVE ALL SIGNIFI-
CANT SEDIMENT ACCUMULATIONS TO MAINTAIN THE DESIGNED
CARRYING CAPACITY. KEEP THE GRASS N A HEALTHY. VIGOROUS
CONDITION AT ALL TIMES. SINCE IT 15 THE PRIMARY EROSION
PROTECTION FOR THE CHANNEL.
TEMPORARY SEEDING
RESEED AND MULCH AREAS WHERE SEEDLING EMERGENCE 15
POOR OR WHERE EROSION OCCURS. AS SOON AS POSSIBLE.
DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE.
PERMANENT SEEDING
GENERALLY. A STAND OF VEGETATION CANNOT BE DETERMINED
TO BE FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN
MAINTAINED FOR ONE FULL YEAR FROM PLANTING. INSPECT
SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS
AND RESEEDING$ WITHIN THE SAME SEASON. IF POSSIBLE.
RESEEDING - IF A STAND HA5 INADEQUATE COVER. RE- EVALUATE
CHOICE OF PLANT MATERIALS AND QUANTITIES OF LIME AND
FERTILIZER. RE- ESTABLISH THE STAND AFTER THE SEEDBED
PREPARATION OR OVER -SEED THE STAND. CONSIDER SEEDING
TEMPORARY. ANNUAL SPECIES IF THE TIME OF YEAR 15 NOT
APPROPRIATE FOR PERMANENT SEEDING. IF VEGETATION FAILS
TO GROW. SOIL MUST BE TESTED TO DETERMINE IF ACIDITY OR
NUTRIENT BALANCE 15 RESPONSIBLE.
FERTILIZATION - ON THE TYPICAL DISTURBED SITE. FULL E5TAB-
USHMENT USUALLY REQUIRES REFERTILIZATION IN THE SECOND
GROWING SEASON. FINE TURF REQUIRES ANNUAL FERTILIZATION.
USE SOIL TEST IF POSSIBLE OR FOLLOW THE GUIDELINES GIVEN
FOR THE SPECIFIC SEEDING MIXTURE.
,,////1111111
• 4 •
N
00 1 00
•. /
0i, A � '• ..•• �,�
BL AGE.
����11111111/133,
EROSION CONTROL
DETAILS AND NOTES
RUTHERFORD ELECTRIC MEMBER5HIP CORPORATION
WOMACK ROAD TO PEA RIDGE SUBSTATION
POLK COUNTY. N G
TI115 DRAWING IS TF1E PROPERTY OF FRED B. BLAGKLEY, ASLA
AND 15 NOT TO BE REPRODUCED OR COPIED IN WF10LE OR
IN PART WITHOUT PERNd5510N. IT IS NOT TO BE USED ON ANY
OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST.
G \DWG 5 \RENIG07 \WRPR \WRPRD.DW G
REV 01/30/08
10/30/07
06/06/07 W P R D. D W G SHEET G OF 9