20021277 Ver 1_COMPLETE FILE_20020812

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SEE DETAIL SHEET FOR SIZE (U i N . ~ i ~
0 I I TEMP. SILT FENCE
DURING PLACEMENT - LEVEL SPREADER (TYP.)
OF CULVERT AND OP 1
T ~ TEMPORARY SEDIMEN TEMPORARY SEDIMENT
R=25' TRAP T~ 8 TRAP T-7
50' RIGHT-OF-WAY 20' PAVEMENT R=25'(TYF R=25 (1YP.) W=12.5 , L=25.0' ~ W=9.5', L=19.0' D=4,0 D=4,0'
~ ~ ~ - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ - - - - -
_ _ 13+00 _ _ 14+00 15+00 16+00 17+00 1 8+00 19+00 I - I -I F- -------I - - - - - - 19+00 20+00 21+00 22+00 00 24+
, F-- I --I F- --I - ----E- - - - -I- _ 00 25+00 26+00 -I F- ---I - f- - - -I-
0 0
/ TEMPORARY SEDIMENT
~ ~n TEMPORARY SEDIMENT TRAP T-3
y~ 00 TRAP T-2 ~ W=9.5', L=19.0'
YY=12.5', L=25.0' ~ ~ D=4.0' I~ f~ D=4,0' m~ y,
TT o . TEMP. SILT FENCE A OE
WW WW ''~11 ' 1 l1~ OF SLOPE DURING PLACEMENT ~ LEVEL SPREADER (TYP.) ~ F ROADWAY FILL TYP.
Q Q W a J~ a ~ ' ll W 'L~ W
0 N ~ ~ / 1 d cr W W 2
Z ~ Q o ~ h
4~ Z

104 L.F. 86" RCP U ~ HH
i
SCALE 1"•50'
i 285.00' VC
__~~Q._-___-____ PVI_STA = 20+00 --.~__..___T_ ---T------I-- --T.---------r- --1- 7`
° _._-.r. LEV = 101.89 I I I ~ m PVI E i j I ~
- 1 i ~ ~ o' I i i ~ N i o~ i j j ~ ~ A,p, _ -14.25
{ ~ I * o I I I ---K- 0.00--_- ~ - --t- ~ , T- I I ~
i I _ - - - - ~ j I ~ I I 1 j I ~ ~ ~ I j
~ I ~ ~ i > i ~ m i i > ' I ; _ j ~ I I _______110 r-----__._.__._ m ~ _ ~ ~ - ---a------------ ~ I ' I
_ I _ ! I I LOW POINT' ELEV = 63.39
= 16~ ~ I ~ - ~ ~ LOW POINT A 23+3 I,----_- ~ _ ___.___~_-a______-__!
+ I I I I - - rt - i I
I - - + I ~ i _ _ i ~ I PVI E V = 55.89 ~ ~ i ; ~ I
_ - _ I ~ I i - - I ~ A.D. 25.00 I ~ I 1Q0'
~ r--- - _ _ BITCH-RIGHT & ~ ~ I _ LEFT 1,?g~--~ __._-,-.--____-_______r_ _____-----+------IE-s--10:09----t--------- ~ t- ~ ~ ~ i I I i
_______~Q fi=- - - - _ - l- _ j ~ I ~ 25 .oo' vc I ~ ~
~ ! - { ~ _il i ~ I r- _ \ cV --I_~--____ _-.___.---I----~_._
I i ~ + I ~ - ~ - -T--- T__ i { i I i ~
~ i 'i I ~ m ~ I ~ ~ ~ g ~ i --..__._..____9~.__,~
I ~ i _ -----r ~ -
---.__~o i _______l._____-.-_-~_-- - _ ~ I , W I\ ~ i i i ~ ; P
~ i I I I I _ m \ - -w - -.~-_r..----- ~ ~ i._ ~ ~ a
~ I LEGEND I I t._._--____. _ i ~i' P 'i ~ Or i m I i I + i i Fq 9~
i i ~ , ~ ~ ~~ti, j ~ I ~ I a ~ ~ ~ Lj 1 Rr ~ ---1- ----~----------a-__-N _
i SEDIMENT TRAP i I ~ ~ _ _-_._.r-_ - _____-_l-_--- - - r
_ --~-----------;--.___----~----~------T- ~ j ~ W ~5~ Fl I ~'V,~ I ~ W j i 0
" M ~ I ~ ~ 0 o CLASS B RIP-RAP ~ I ~ I ~ s I I - -I-
I ~ ~ i i i - ----i------ - - ! o , ti i ~ j ~ I i ~ j I A~ ) I ~ I i~ / I
NSTRUCTION ENTRANCE ----I- ® STABALIZED CO - ~ f ~ I ~ I ~ i y` \ I I ~ ~ i i i ~ ~-___-__~._____.____ZO+_____--___---
I ~ { ~ i ~
STRAW W/NETTING I ~ ~ - - ~4___-- -i- I I ~ ~ ~ j j I ~ ~
~ ( i i ~ I 1 I ~ DIRECTION OF FLOW ~ ~ ,
~ ~ ~ I i l I i l { i / i /
TEMPORARY ROCK SILT CHECK ~i I I \ i i I ~ 0 / / ___.--____8-~---~-_----
~ i ~ i i ~ _ i ~ - ----7----- --~------------r-----------._
LEVEL SPREADER I_-- , 1-- ~ / ~ f I I \ I / j i I j/ i I
1 i ~ { I ~ I i
I j i { ~ I TION _ _ . I - - - _ --fi-___-----r---- -~----~---r- ~ I 1-- i i j I \ I / i j i I
ENERGY DISSIPATER(OUTLET PROTEC ) I I { I I _ ____-1 ~ i - - ~ t ` i I ( i ~ ~ i ~ I 'i I
, i ' ~ a 7- j i
L__ - -------r------ j I i I I ( j j I I ~I J I I
' .__--------~---_--_r-____-__~----__------t-----.. _ ~ I ~ I { ~ , _ - r -
i ~ i I I I ~ - ___-L.. - 88' RCP 1.O>< MIN.
~ ---_..----I-----------~__------- NQTES: ~ ~ I i I INVER OF PIPE TO ~E PLACED 1 ~ OW E><ISTING I ~ 4Q_~
1. ALL DITCHES TO HAVE A STRAW WITH TACK TEMPORARY LINING _.r..__-_._ i - - I ~ TED. I AND A PERMANENT GRASS LINING UNLESS OTHERWISE INDICA ~ ~ I i i ~ I ~ , ~ ~ ; GR TO ALLOW F A NATURAL_~TREAM BEO_~_._..,---_-t-----.-__.-r---.----- ~
_i-- ~ -_-TO OP IN-PIPE. , I i ~ i I I I ~ ~ i
_____49 --------i---- - I t-~ { I i I I I ~ j ~ i i ii j
N SEQUENCE ! i ROBBING CONSTRUCTIO STREAM C ~
1. CLEAR AND GRUB TO STREAM CROSSING. n ^N r.C~ ~ ~N OIN hN hN ryN ~O ao wa On hM hM ba r m ~ sir o h O w ~ ~(Oi ~ N r0 m ~ M ~ M ~O n n ~ a0
2. INSTALL SILT FENCE ON EACH SIDE OF STREAM, PARALLEL ~ ~ ° ^ ~ w ~ h e w n w M h o b TO PIPE AS SHOWN ON THIS SHEET. ~ p, ~ M m M o ~ m b N O ^ ~ ~ g~ g n ~ ~ ~M OM O w ~1 fV ~l p' O N O~ ap ~1 n ap OD t0 ~ ~1 wp w wrT a0 n O w0
- ~ ^ ~l1 ~ 0 6 wp wo w T ROTECTION OP 1. ~ m ~ ~ w o w o 3. INSTALL 66 RCP AND OUTLE P ( ) n n R MOVE SILT p wo w$ w~ Do wo wo wo
4, AFTER BACKFILL IS PLACED TO TOP OF PIPE, E FENCE PARALLEL TO STREAM. 23+00 24+00 25+00 26+00
S. INSTALL SILT FENCE AT TOE OF SLOPE AS SHOWN ON 19~ + 20+00 21+00 22+00 19 00
16+00 17+00 18+00 THIS SHEET. 13+00 14+00 15+00
6. PLACE FILL OVER CROSSING AREA. 7. STABILIZE FlLL SLOPES AS SOON AS POSSIBLE.
SCALE: HOR. 1'=50'
VERT. 1"=10'
A SHEET ND. SC LE
~'~'~t'? CARC DATEi AUGUST 2002 HORIZONTALS
rA 0~ '~P, DESIGNED MJH ~ ti1rS5Pp,I,
~d 9f "e BOONE TRAIL BOONE TRAIL 13+00 TO 26+00 SW PROJ. # 02-0319 111=50'
o cSOUTHWIND BC SE AL DRAWN MJH VERTICAL,
14533 Jill SURVEYING AND 201 GLEN ROAD SUBDIVISION PLAN & PROFLE DWG FILE #DESIGN,DWG _ 1 It -10
CHECKED RLM a '°SFyG 4. ENGINEERING, INC. GARNER, N.C. 27529 oF1 7
~ 919-773-0183 ^p, c ray PROD, ENG RLM -773-0148 (FAX d 919 ) ,
~ Y O DATE
DESCRIPTIONS DATE S URVE~NGANGINEERIN Q-AANQ DEVELOPMENT REV IA,
REVISIONS

COLONIAL PIPELINE Co.
EASEMENT. SEE NOTES.
COLONIAL PIPELINE NOTES:
1. THE CONTRACTOR SHALL CONTACT COLONIAL PIPELINE Co. ANY TIME THAT
HE IS WORKING WITHIN THE GAS LINE EASEMENT, A COLONIAL PIPELINE
REPRESENTATIVE MUST 8E PRESENT WHILE WORK IS BEING PERFORMED WITHIN
THE EASEMENT.
2. THE CONTRACTOR SHALL PERFORM HIS WORK IN STRICT ACCORDANCE WITH THE ~,l N
NCHROACHMENT AGREEMENT. 1 v COLONIAL PIPELINE E PIP LINE CONTACTS: ~ N COLONIAL E N N
MR, FRANK SIMPSON (APEX) [phone]
MR. MARK GATEWOOD (GREENSBORO) 1-800-326-4611 N N TEMPORARY SEDIMENT
TRAP T-6
U~7,0', L=14.0'
D=4.0' OUTLET PROTECTION OP-2 lv
SEE DETAIL SHEET fOR SIZE ~
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ HP 50' RIGHT-OF-WAY '-WAY 20' PAVEMENT
~ ~ ~ ~ ~ ~ ~ ~ ~ H+ MPORARY SEDIMENT
26+00 27+00 -F- - - _ ~ _ ~ 28+00 29 00 30+00 - - ~ TRAP T-5 W=8.5', L=17,0'
I- ~ _ _ _ 31+00 32+00 _ - 32+00 33+00 34+00 ~ D=4.0' - - ; ~ ~ 35+00
~ ~ ~ ~ ~ ~ ~ ~ RCS ~ ~ ~ ~ ~ + ~ ~
HP HP R=36'
TEMPORARY SEDIMENT TRAP T-4 R=35' ~
f ` ~ W=7,0', L=14,0' ~
I- I- W 1 D=4.0' 68 L.F. 24" RC W
~ c~ N Ii' ~ N
Q = Vl Uf ~ o ~
W ~ n\
Z 1v
H ~a

SCALE 1'50'
~ HIGH POINT ELEV = 115,320 + HIGH POINT STA = 30+02 + N
1 - - -I-
; ----r- I I PVI ELEV 120.22 ~ I 1~ ~ ~ I I 150.00 ~C
I ~ _ II D. = 14.85 . - ~ rn PVI STA = 34+39,96 ! a ~ I -
~ I r-- - - ~ ~ ~ t + ~ ; i I I ~ ~ ELfV-~98
o I I i i ~ N ~ ~ 4%~ i ~ D ~ I K = 20. 8
11 I _ _ _.f_ a _ t~L~ ~ - s \ a________--
~ _ - i T- N i ~ ~I P I ~ ' ~DIZCN,RII% , + I p ~ I mm I j ~ I I ~ ~ ~ ~ I
m m ~ i ' i I I I I 0 I ~ I I -~CH,R!
A ~
nN~ ~ PVC WA NE i ~ ~ 4.239, ~ ~ ~ / 5 MIN. C4EARANCE I, I T 4.239, j ~ ~ ~ ! ~ r ! ~ i
I ' - _ ~ ~ I ' ~ ~ ~4 ~ f
~ - ~ ---a---~---- - _ _l~ I I I " v ,ate ~
~ ' 16 GAS LIN ~ I I / I I ~ I T ~ \ i ~ N I I W ~ I I
I I I I I - ~ ' - ~,R i ~ ~
I I ~ ~ i ~ 2-g GAS LINES I ~ ~ ~ ~ o \ d ~ i ~E4 I ! ` I W ~ i I
I I ~ I I I I i I ~ ~ ~ ~ ~
_ _.V_._. ~Q .,,c___ - -----1--~._-- i /r ~ ~ ~ I I---__...___.__- _.r- --I---.. _ PROPOSEO ~ ~ Ri \
~ ~ I i i I LEGEND ~ ~ / I i I 24' RCP I f Gy p \ i ~ ~ R ~I 01.OX MIN. i I -
~ ! ~ I I ~ i~__ I - --------I------ ~
- _ ~ - -t-- i~ ~ ~ ~ ~ ~ ~ I ® SEDIMENT TRAP P 18 I I , R \ ~ I ~ ! i ~ I ~ I SBy q ~
j ~ a/ I COLONIAL E CO i F ~ I I I w ~ ~ i ~
- I ~ _ -I----- I EASEMENT- ----__.-1-_----_.._- 0 o A S" "RIP-RAP - ' ~ i ' I ~ I ~ I I
® CL S 8 ~ I ,R~~ i ~ I ~i I I I ~ ~ I ~ ! ' ~ ~ ~ ! ~
® STABALIZED CONSTRUCTION ENTRANCE / - -
I I , ~ ! ~ i ~
I ® STRAW W/NETTiNG I I I I ~ ~ I
i I 7 _ ~ ----------t---_._ - + - r-------+-- ~ i I I
~ >ae DIRECTION OF FLOW I i I i ~ ~I I I ~ ; ~ VI I ~ !
I I i , ~ I i ~ I ! , ~ ! ! I
TEMPORARY ROCK SILT CHECK - ~ _ ' - - i ~ ~ I I I I ~
I I i I i i e ~ I I ~ ! ! I
LEVEL SPREADER I I I I - ~ -_______i ---~Q _ ~ i --1-- --t- _ _ I ~ 1 I ~
I ~ ~ I ~ I ~ I I i I I ; i I L;
ENERGY DISSIPATER OUTLET PROTECTION) I i I I ~ ~ ( ! ~ I I ~ I I ~ I ~ ~ i ~ I - --r-
- - i , ~t i ~ j i , I I ~ I I ~ 1 I I l
I I i i I I ~ ; ~ ~ j
I I I I --I-- I --t- - ~ i ~ I t ,
I --t---- ~ - I------ -i -------I r.--- r r r ~ I ~ i ~
i ~ I i 1 NOTES: ~ ~I ~ ~ i I I ; ~ I
T ARY LINING ----..___-1__----- _ _ -t- 1.ALL DITCHES TO HAVE A STRAW WITH TACK EMPOR I ~ _ -
AND A PERMANENT GRASS LINING UNLESS OTHERWISE INDICATED. _ j I I ~ j I ~ I I I i ' I ! I ~ I I I I I ~ ~
I I f I ~ ~ ~ I I 4 I r ; I ! ~ I
i I ~ I I I ~ I ~ ~ ~ I ~ ~ I !
1 ~ I I I I i ~ i ~ I I I ' ~ i I ! I
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a tiN SON !N ~N ~N hn hM ~n Ma ho ho bm ao ~o ion 0~ a h w ~ .N
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26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+00 33+00 34+00 35+00 36+00
SCALE:
HOR. 1 "=50'
VERT, 1"=10'
a~rranre3te~s0.
CARP°~~ DES1GtED MJH SCALE SHEET ND,
0 Vq DATES AUGUST 2002 HORIZONTAL
'~a°'`fESSbni°~ lu C` n i i Tu ~An ~ I fl Rnn~l~ TRAIT ~~.~nn Tn ~NI1 _
U V V 1 11 L_ 1 I% r1 1 L u v v 1 11 L „r,, L v I v v i v L- I I V SW PRCJ, # 02-0319 1"=50'
SEAL
14533 cNECKED RLM IL 03 SURVEYING AND 201 GLEN ROAD SUBDIVISION PLAN & PROFLE VERTICAL DWG FILE #DESIGN,DWG _
ENGINEERING, INC. GARNER, N.C. 27529 4 °o~~, ~d~•~~ ~ ;PRa. ENG. RLM 919-773-0183 1 N -10, OF, 7
AoF` .r rrr S • a . OZ DATE 919-773-0148 (FAX)
REVM. DESCRIPTIONS DATE rrrr j ~v ~+y `rt REVISIONS °'~a~~S

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I II I I Ij I i l I~ I 11~ ~ ,I ~1 ! I I , j I , ~ i ( u I - I ---1- I ~ _ ~ ! j 1: I ~ I 104 104 100 ~ - 100 - 100 - 100 96 r- - - i -1 104 100 r -i- I 1 100 92 ~---fi- + ~ i - 92
f ~ f ~ I ~ t I ~ ~ --r-- 96 104 10~ 7 1 I~ ~ I I I 1 ~ j ~ I 11 I 1 i~ 1 I j I' i i i I I f ~ ~ 1( I i ~ 1 ( 12+50 ~ ~ ~ ~I~i i ~ T ~ ~
i ~ i ~ i - 1 I I I I i I I I I I 1' a I 1 - I--i--'- - ' _ 1 I I I I / i t ~ ! l I ~ i I i t
! f ~ ! i l ~~rl I I i t ~ i C I , I ~ I~ I l I { I I I I iN . i I i , I ~ toe - 108 ~ - I___,_ ~ ~ ! i i 14+50 16+50 ~ -40 -20 0 I ~ ; 20
I I I o ~ ~ I I j I 100 , -I-- ~ 100 96 96 ~ I 96 --1----- - 92 - -_l_~_ . i i ~ ~ I, ~ I o i T _ _ ~-_a_ ._.1_~~
~ ~ ~ , f 96 ~ I 92 100 10C • I j -40 -20 0 20 40 I I , q I I ~ I ~ j ! ~ I I I , - - 100 ~ t - i---I---r-- 112 - ~ --r 1 112 96 96 ~ ~ ~ ~ ~ -20 0 20
j lol I I~ q I j of I I I ( I I o, I ~ ~ ~ I ~ ~ I I ~ I Ii~l i I ~ ~ I
-20 0 20 -20 0 20 -20 0 20 I I ~ N, I 01. - - 104 I-----4 104 108 - 108 W_i__-~--- a ~ ~ ~ i ~ ; I ~ i
I N I mi lol I I ~ _1.~_.. 88 96 ~-_.._I 96 ~ ! , ~ ~ i ~ ~ I, i I r l I , , ~ ,
-40 -20 0 20 -40 -20 0 20 40 ' I _ ' 96 - ---i ~ 108 + .108 20 ao i ~ I ~ ~ ~ 19+50
i j~ ill ~ ~ ~ i ~ l I
2+00 ~_L~.~1__1~ 100 100 104 ~ 104 ~ --7- 104 -ao -20 0 20 ~ . , 18+00 -T--~T -'~-1'a
~ ~
+ 108 - ~ 108 0 50 , I 4+00 6+00 _1__''-L- ~ 1--~ 104 _1-- 10a - - ' ' -20 0 20 -20 0 20 ~ ~ ~ ' ~ ` I
~Ij! w r•I \ I ~I I ~ I , ~ I
' 112 112 I-'~. I~._ ~ - - - - I , ~ fi-~ . I . ~ ~-~T. ~ 8+ 00 1 + , T 0 00 108 , + ,toe 100 , . ' . ~ too 00 ~ , ~ ~ ~
I 11 III Ii i ~I ,I I Ij ~ ~ ~ ~I
~ - - - I _ I _ - - 104 -I-- ~ ~ 104 100 ~ 100 100 ~ . ~ ~ 100 100( , 100 104 104 I i ~ ~ ~ ~-..rt-- -
1 I I I } ( l I / I i I I I I 1 ~ I ~ I I 1 I I ~ I r I I ~ ~ I 1, I ' ~ ~1 I 1 I ~ I ~ I ~ 1~ 1 I I I , I ~ .l _ I ~ ~ i I I I ~ i
108 I 108 ~ I i --~---I- I I I I I I f 1 1 - I ~ 108 108 104 --1--~- ' 104 98 ' f ~ 96 14+00 16+00 ~1 h
1 I ~ I I ' ' I 11 I I I - I I I ~ ~ I I i I I ' ' ~ 1 1 I I ( I I / I I ! _ i I ~ ! , i
100 100 96 , 96 96 , 96 96 96 100 100 - 100 F 108 _ 108 ~ ' ~ ' ~ ~ ~ , I , . ~ i ~ I ~
li I II I I I j ~~I ~ I I II I ~ I I I ~ I I I I I I~ I; ~ II I, r ~ ~ ~ ,I
104 1'-J~- 104 _I4-~, -a--' - ~ - - _I -_L._ f M I 7 N, r I i I ~ I ~ ~ ~ ( i8 104 ' - 104 - - 108 I 108 100 ~ ~ ~-~_~_~-~1_ _L~ u , ~I-~ 100 92 92
I I I 1 ~ I 'I I I I I I N ~ I i I I ~ 17 i i j I I O I I I j I I IOC i OI ~ O I I i 01 ~ ~ r ~ ~ ~ - - ~ i I 20 0 20 40 -20 0 20 I ~ i
~ ~ 96 96 92 92 92 ' 92 92 92 96 ~ 96 I ~ I ~o~ -40 -20 0 - - - ~ I ~ , i i i I _ 1 ---,.--I- - ---1 96 M y-- 04 104 r-j----~- , ~ , ~
~ I 20 40 20 0 20 20 0 20 40 -40 20 0 20 I , j of I ~ I ! o I i I r i I ~ , ~I i i o ~ , o
_ L1_ 100 100 - . - - - 100 100 104 104
-20 0 20 -40 -20 0 20 20 -20 0 20 -20 0 20 -20 0 20
17+50 19+00
112 (~i~--r ; 112 r--i-,- ; --j-- _
1 +50 3+50 5+50 7+50 i~l ~ I ~ ~ ~
+ 108 ~ r-7-~-1--~--I 108 -1---T---_~_ - _.-1---r--T-- _ _ _ i ~ ~ 104 ~ - 104
0 00 , I ~ I T ~ 9+50 ,.w. I ~ j 1,,~ l I I ,I I~ I ~0 11+50 13+50 15+50 ~ 1 I~
~ i I I I I , I i I I ~--,-i---~-; too ~ , 1100 100 ; ~ 100 100 - too I-- I ,I ~ ~ ' 1 - _ 108 108 1-r-- - 108 I ! 108 I- ~ -
I ~ I I I I I ~ 1 1 I ~ I r I ~ I I , i ~ l l l` , ~ ~ I ~ , i i ~ ~ l V
1 1 ~ I I _ I ~ ~ I 108 - - t 08 104 104 I- - 100 - - 100 I V ~ ~ i~ ~ ~ i ~ ~ ~ ~ I,, ~ - - 100 104 ~ 104 - - toe - -7 108 -r~_ 100 'r- 100
I`II ~ i , 1 I C I I ,;11 I I 1 1 it 1, I I I' i I. I i ~ i ~1 1 I ~ ~ I ~ I~ ~ i~ i ~ I
I ( it I_ I i I I I_ J_ _L- I I I I w i fi ; 96 I - -1--r 96 96 - 96 98 --i- - - ! 98 - I I I I I ~ I i i - 104 - 104 --f- 104 i- 1 4 -
, I I ~ ~ ~ i ~ ~ Il I, I( I I i I I ~ ~ h r 0 ~ i ~ i ~ I I ~ I l i i ~
III! r ,II I II I, I I I, I , lil I II I i 104 104 100 _ 100 - ; - ~ . -t--- ---t--;- 96 I 98 I~{ I~ I~ ~ ~ - ~ 96 1 ' i - , 1 - - - I ~ ---i j ~ I I-- I ~ _ ' _ - ~ -
p I I ~ N i ! I~R , I I ~ ~ ~ o ~ N I I I ~I I I I I ~ I ~I ao , ao ~ I I 00 - 00 104 104 96 1 ~o a~ i ~ r j ~ 96 i ~ I Ill 1~ i Os ~ ~ ~ ~ ~ ~ ! N
j ~o of I I I I ,o I ~ ~ j ; I $i o~I ; I ~i~~ ~ ~ ~ i I o~~ I ~ 92 92 92 92 92 - 92 i~ o l o ~ I ~o ~ o~ ' I ~ ~ ~ ~ ! !ol ~_1___~__~_1J._I L~~~_ ~_~l___~_I_l~~
-20 0 20 -40 -20 0 20 -40 -20 0 20 -20 0 20 -20 0 20 40 -40 -20 0 20 100 - 100 100 100 --1--~-~-_L_L_, 20 -20 0 20 40 -20 0 20 -20 0 20 -20 0 20 -40 -20 0 20
~`a~11t/1/[37JIfv` J
.v~ N CARnI ; DESIWED MJH
^t~t1 1~ SCALE SHEET N0.
~~o ~ o ~AV~ MJH ~ DATES AUGUST 2002
xa n, ~ ~ - _ _ I N l , NGRIZONTALI
. 6 • • 9 9 TV v . v SW PROJ, # 02-0319 10=50' 6
• 14533 ;..,f CHECKED RLM SURVEYING AND r 201 GLEN ROAD SUBDIVISION CROSS-SECTIONS VERTICAL
~9 DWG FILE #DESIGN,DWG 1 - ,_5,
PROJ, EH& RLM ENGINEERING, INC. GARNER, N.C. 27529 `~j no~ay ~v r • O REVHO. DESCRIPT1DrS DATE DATE 919-773-0183 919-773-0148 (FAX)
REVISIONS OF, 7

e
~ ~ LEGEND
\ / ~ ~
SEDIMENT TRAP
+P
cLASS "a" RIP-RAP TYPE "A"
26'R 36'R P 3'j,R
sa 50' TAPER RIGH DF WAY SEEDING SCHEDULE FOR ® STABALIZED CONSTRUCTION ENTRANCE
B' 20' 6' 6' STABILIZATION GRASS
t0' z 70' SHOULDER PAV N SHOULDER DITCH ~ 30. SIGHT TRIANGLE ® STRAW W/NETTING
fTYP) DATE TYPE PLANTING RATE =e ~ DIRECTION OF FLOW
8 'B rc rc I'pER FT. 1/4'/FT, 1/4'/FT, aR ~ aSiP n n T~ 31 rSl~ .5~~
EDGE ff PAVEMENT ] I/~' ]-Z 8' ABC STOP •-i'~ MAR. 15 -MAY 15 PERRENNIAL SEE TEMPORARY ROCK SILT CHECK D MIX 10 LBS/ACRE
`~S;P _ EXISTING ROAD EDGE DF PAVEMENT TYPICAL STREET SECTION nERRA>M N.C. WILDLIFE RESOURCES COMMISSION
LEVEL 2d LE ~ ~ sLa~E MAR. 1 - JUN. 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS ACRE
- - RauNC ea R/V LOLLY I-L/Zq soLUNG ~ LEVEL SPREADER / Na1r (MAR. 1 -APR. 15) ADD TALL FESCUE 120 LBS ACR
SUBDlV1SION ENTRANCE DETAIL MAR. 1 -JUN. 30 R / E 0 ADD WEEPING LOVEGRASS 10 LBS/ACRE
15' 15' 20' NEW RESIDENTIAL ROAD DR RESIDENTIAL ENERGY DISSIPATER(OUTLET PROTECTION) MAR. 1 -JUN. 30 OR ADD HULLED COMMON BERMUDAGRASS
COLLECTIlIt ROAD AND EXISTING STATE MAINTAINED JUN 1 - r~• 25 LBS/ACRE . SEP 1 TALL FESCUE AND 120 LBS/ACRE
ROAD 50' FIBERGLASS ROVING BROWNTOP MILLET 35 LBS/ACRE OR SORGHUM -SUDAN HYBRIDS 30 LBS/ACRE
STOP CONDITION R V R/V FIBERGLASS RONNG ("RONNC7 IS WOUND INTO A CYLWDIpCAL SEP, 1 -MAR, 1 SERICEA LESPEDEZA (UNHULLED - UNSCARIFIED) 70 LBS/ACRE
PACKAGE 50 THAT IT CAN BE OONINUOSLY NITHDRAWN FROY SEE PLAN THE CENTER USING A COLD AIR E,ECTOR. ROVMIG EA- ~ ALAN AND TALL FESCUE 120 LBS/ACRE (NOV. 1 -MAR 1) AND ABRUZZI RYE 25 LBS ACRE
PANDS INTO A MAT OF CLASS F~RRS AS IT CONTACTS 1NE SOIL SURFACE. IT IS OFTEN USED OVER A STRAW MUIClr. BUT /
VAR, 6'-D' 8'-0' S'-0' MUST STIU BE TACKED MITH ASPHALT.
PAVEMENT SHOU.DER SPREAD ROVING UNIFORMLY OVER THE AREA AT A RATE Of W[DTH V[DTH 0.25 TO 0.35 Ib/ydY. ANCHOR KITH ASPHALT IMMEDIATELY F' ~o""~ TYPE "B"
y AFTER APPLICATION, AT A RATE OF 0.25 TO 0,35 qol/ydZ DEPARTMENT OF TRANSPORTATION
6' 6' S' 4' 1/1'/FT, •25 6' S' 4' y(, Y. AS A CHANNEL LNU110. AND AT OTHER SITES OF CONCENTRATED
1/~' ~ e8D0 L FLOW, lIE RONNO MAT MUST 8E FURTHER ANCHORED TO - PRE ` VENT UNDERMININQ IT MAY BE SECURED NI1H STAKES PLACED ' I, SEEDING SCHEDULE
x AT INTERVALS NO GREATER IRAN 10 FT. ALONG 7HE DRAINAGE WAY, AND RANDOLIY THROUGHOUT IT5 MID1H, BUT NOT MORE S PEA R ~ RE R FT 1'/~Ft ~
IRAN 10 FT, APART, AS AN OPTION TO STAKW0. THE RONNC TO ~ DISTALIED ~ ACCORDANCE ~ * 1' T -`'S 8 CAN BE BURIED TO A DEP1H OF S RICIES AT 1HE UPGRADE END MANUFACTURER'S MISTRlIC110N5 m ~ Acs wTN SHOULDERS, SIDE DITCHES, SLOPES MAX. 3;1 ( ) urrE~'s ~sTaucTpNs
r '-0• AND AT INTERVALS OF SO FT. ALONG TIE LENGTH OF 1FE CHANNEL
rTERRAiN NAIL. SLOPE rTERRAIN NAk, SL<pE SECTION 'AA' LRa~a~c ~i T , LEVEL al DATE TYPE PLANTING RATE
IDUY 1-v>u SEC ION AA KILLING ~ M PORARY DITCH LINING DETAIL
ALLY 1-1/8t SHOULDER SECTI~1 NOT TO SCALE AUG. 15 - NOV. 1 TALL FESCUE 300 LBS/ACRE
f SET CUL - D E -SAC - DRIVEWAY TURNOUT GRADES SYMMETRICAL CUL-DE SAC NOV. 1 - MAR. 1 TALL FESCUE 300 LBS/ACRE do ABRUZZI RYE 25 LBS/ACRE
ND CURB & GUTTER ND CURB & GUTTER MAR. 1 -APR. 15 TALL FESCUE 300 LBS/ACRE
APR. 15 -JUN. 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
4' JUL. 1 -AUG. 15 TALL FESCUE AND 120 LBS/ACRE BROWNTOP MILLET 35 LBS/ACRE
,1 OR SORGHUM -SUDAN HYBRIDS 30 LBS/ACRE
ZON ZONE 1 STREAM ZONE 1 E 2 BED FORE ZONE 2 I - -
FOR ST FORESTED STED F gT La N - - - NNgg - - ~-I i I-i
~S ND COVER R I j = - SLOPES (3;1 TO 2;1) - _I I CLASS "B" RIP RAP
OUT T I- - - LE PIPE ~ 30' - - 12"
• ~ ~ • MAR. 1 - JUN. 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE iE
(MAR. 1 -APR. 15) ADD TALL FESCUE 120 LBS ACRE
D A Da W RIP RAP CHAT MAR. 1 -JUN. 30 OR A / RA ANN INI - DD WEEPING LOVERGRASS 10 LBS/ACRE ETAIL MAR, 1 JUN, 30 oR ADD HULLED COMMON BERMUDAGRASS
NI NOT TO SCALE JUN. 1 - SEP. 1 T F 25 LBS/ACRE ALL ESCUE AND 120 LBS/ACRE
FILTER FABRIC AS REQUIRED ~ BROWNTOP MILLET 35 LBS/ACRE
SEE SIZE CHART ABOVE OR SORGHUM -SUDAN HYBRIDS 30 LBS/ACRE SEP. 1 - MAR, i SERICEA LESPEDEZA (UNHULLED - UNSCARIFIED) 70 LBS/ACRE
SECTION OUTLET PIPE L AND TALL FESCUE 120 LBS/ACRE
NOV, 1 - MAR. 1 ADD ABRUZZI RYE 25 LBS/ACRE

OUTLET PROTECT SIZE li RUNOFF BY
y57 WASHED STONE CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL IN-
Do A W Lo D CLASS* FABRIC ~ SHEET -FLOW OP-1 66 16,5 37,5 32 18 2-FF YES FORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS, OTHER SEEDING
OP-2 24 6 15 13 12 B NO nor SEDIMENT yf 12' MIN. WEIR LENGTH RATE COMBINATIONS ARE POSSIBLE.
PIT
TEMPORARY RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION.
*REFERS TO RIPRAP CLASS IP-RAP DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE MOWINC,OTHERWISE
FABRIC REFERS TO FILTER FABRIC BERM FESCUE MAY BE SHADED OUT.
SEEDBED PREPARATION
OUTLET PROTECTION DETAIL T I A R TI F R P F NOT TO SCALE NOT TO SCALE PLAN OF TEMPORARY SEDIMENT TRAP
easE of TRAPEZaDAI DITCH 1, CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOiI
CONDITIONS, IF AVAILABLE. 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
BASE OF VEE DITCH 5' 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
TOp y~ 4 REASONABLY SMOOTH AND UNIFORM. . APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX
TOP OF DITG~ SLOPE VEGETATED _ TRANSITION IMTH SOIL (SEE BELOW). TOP ERM 5. CONTINUE TILLAGE UNTIL AWELL -PULVERIZED FIRM
DIVERSION . TO 0 GRADE GENER LA NOTES: _ - _ - GRADE-THE GRADE OF THE LAST 20 FEET OF DIVERSION CHANNEL 0 ,REASONABLY UNIFORM SEEDBED
- = ' - SHOULD PROVIDE A SMOOTH TRANSITION FROM CHANNEL GRADE TOP OF WEIR 0 0 00 1' FREEBOARD MIN. IS PREPARED 4 TO 8 INCHES DEEP. 2.5 0 8. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH I
= = V TO LEVEL AT THE SPREADER. THE GRADE OF THE SPREADER • • • • • • 1- I • / • • . • ; STABAUZED SHOULD BE 0%. SEED NG 1 0 0 0 0 0 0 2.5 EQUIPMENT OR CULTIPACK AFTER SEEDING.
STABLE ~ ~-a'E FLOW 0 0 00 0 0 00 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. :.::•:'•000 00 00 ~ 1 D 7 T 0 0 0 0 0 0 0 0 0 - 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN
' SPREADER UP- CONSTRUCT THE LEVEL LIP ON UNDISTURBED SOIL PLAN VIEW UNDISTURBED ~5 S ONE 0 0 0 0 0 0 0 00 0 p 40 RIP RAP THE PLANTING SEASON, IF POSSIBLE, IF STAND SHOULD BE OVER 60% DAMAGED
OUTLET TO UNIFORM HEIGHT AND ZERO GRADE OVER THE LENGTH OF THE 1 , • 1 SPREADER, PROTECT IT WITH AN EROSION RESISTANT MATERIAL, SUCH - 0 0 00 0 0 00 0 0 0 0 0 0 REESTABLISHED FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 0 0 0 0 9. CONSULT CONSERVATION INSP T
• AS FIBERGLASS HALING, TO PREVENT EROSION AND ALLOW VEGETATION i MIN. A • TO BECOME ESTABLISHED. EC OR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
FILTER FABRIC
• ~ OUTLET AREA-THE OUTLET DISPOSAL AREA MUST BE GENERALLY SMOOTH • APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE OR 3 TONS/ACRE IN CLAY SOILS 1' T) FERTILIZER - 1000 LBS/ACRE 10-10-10)
AND WELL VEGETATED WITH A MAXIMUM SLOPE OF tOX CROSS SECTION SEC ON THRU WEIR SUPERPHOSPHATE - 500 LBS ACRE 20% ( )
VEGETATE ALL DISTURBED AREAS. VEE DITCH MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW) ANCHOR -ASPHALT EMULSION AT 450 CAL./ACRE
CONSTRUCTION SaEdFICATIONS:
1, THE MATTING SHOULD BE A MINIMUM OF 4FT WIDE EXTENDING 6 INCHES 1' MIN. NATURAL GROUND
EROSION OVER THE LIP AND BURIED 6 INCHES DEEP IN A VERTICAL TRENCH aV ATTING THE LOWER EDGE. THE UPPER EDGE SHOULD BUTT AGAINST SMOOTHLY CUT TEMPORARY SEDIMENT TRAP DETAIL CONSTRUCTION SE LIEN Q CE
NOTE: SEE SHEET 4 OF 7 FOR STREAM CROSSING CONSTRUCTION SEQUENCE.
MATERIAL SOD AND BE SECURLY HELD IN PLACE WITH CLOSELY SPACED HEAVEY DUTY STAPLED VARIABLE WIRE STAPLES AT LEAST 12 INCHES LONG, NOT TO SCALE 1. Obtain grading permit. 2. Install gravel construction pod.
CROSS SECTION IN PLACE 2. ENSURE THAT THE SPREADER UP IS LEVEL FOR UNIFORM SPREADIN 3. Begin clearing and grubbing. Molntoin devices os needed.
G TRAPEZOIDAL DITCH B" MIN. I OF STORM RUNOFF. 4. Install temporary sediment trop (TST) and diversion ditches to route flow to TST's immediately offer an area Is deored.
LEVEL LIP ~ ~ ~ = ; ~ - - - 1' MIN, 5. Rough grade site.
OF SPREADER - I 3. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL (NOT ON FILL). _ - _ _ 6. Install storm sewer and protect inlets with silt
FLO_i BURIED ' ~I I I I 4, CONSTRUCT A 20-FT TRANSI110N SECTION FROM THE DIVERSION CHANNEL BASE OF fencing, sediment traps a other approved measures os shown PROPERTY LINE on the plan. Begin construction,
B" MIN. TO BLEND SMOOTHLY TO THE WIDTH AND DEPTH OF THE SPREADER, , 4 - 6 TRAPEZOIDAL 6. 5tabllize site as areas ore brought up to finish grade with
5. DISPERSE RUNOFF FROM THE SPREADER ACROSS A PROPERLY STABALIZED DITCH PUBLIC vegetation, paving, ditch Ilnings, etc. 50' R~y 7. When construction is complete and all areas are stobllized
SS-SECTION SLOPE NOT TO EXCEED 107E MAKE SURE THE SLOPE IS SUFFIgENTIY SMOOTH OPTIONAL TYPE B VAR, 1 - 2 TO KEEP FLOW FROM CONCENTRATING. SILT BASIN MIN. completely, call fa inspecilon by Environmental Inspects.
ELEVATION VIEW • 8. If site is approved, remove temporary dtverslons, silt fencings, sediment basins, etc., and seed out a pave any
6, IMMEDIATELY AFTER ITS CONSTRUCTION, APPROPRIATELY SEED AND MULCH - EXISTING CRUSHER RUN ~ EXISTING resulting bore areas. All remaining permanent erosion
THE ENTIRE DISTURBED AREA OF THE SPREADER. NOTE: --GRWND STONE 20 ROAD contrd devices (such as velocity dissipators) should be
MAINTENANCE: STONE SHALL BE STONE FOR -I I I~ - 6 THICK BEO installed now. 9. When vegetation has become established, call for final site
INSPECT LEVEL SPREADERS AFTER EVERY RAINFALL UNTIL VEGETATION IS STABALIZED, EROSION CONTROL (CLASS "B") AND PROMPTLY MAKE NEEDED REPAIRS, AFTER 1NE AREA HAS BEEN STABALIZED, Inspection by Environrental Inspector.
MAKE PERIODIC INSPECTIONS AND KEEP VEGETATION IN A HEALTHY, VIGOROUS CONDITION.
LEVEL SPREADER DETAIL T R MP ARY R K I T H K - NOT TO SCALE STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
`',ONIIBiOGday~, m
~H l/r DESIGNED MJH
SCALE SHEET N0.
e DR~VN MJH ~ c rl I i Tu ~~n t~ i n o n n i a n n~ i c T I7 A l l _ DATES al Irl IcT anna
BLAB .~vv i i rr11vv DVVI HORIZONTAL'
14533 aw 00010 CHE R M 1 93 4w . CKED L SURVEYING AND
It rll% 201 GLEN ROAD OF Sul ENGINEERING INC. GARNER, N.C. 27529 44. SUBDIVISION SW PROJ, # 02-0319 N/A 7
*0..~.~. PREU EWL RLM ' , a • 0 DATE 919-773-0183 aEVNO'scRtPrIoNS nnre i~ +o, etc° 919-773-0148 (FAX) DW VERTICAL, G FILE #DESIGN,DW
REVISIONS ~ao.4e..-~` S
OF, 7

_ _ T

~C reek
~ d o ~ ~o , ~
~m ~
~a y~oo 'orc SITE

Cie
~~e~a ~ Rq i ~
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m 1
. ~ d~ ~a % ~
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v
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Pie ~~9 m ~ ~ Rd. Store,-~

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~ 0 i
VICINITY MAP 1 ~ 1 ti
NOT TO SCALE
COLONIAL PIPELINE Co. PIPELINE Co.
EASEMENT. SEE NOTES SEE NOTES 12 &13

® i' /
50' RIPRARIAN BUFFER t
1
® ~
I
®
, ,
® ~ ~
. ~ DEVELOPER i' ~ ~
1 WAKCO
® C/0 TEDDY NINES
_ 2325 RIDGE ROAD "w~'' I RALEIGH, NC 27612
i .(~d
,i'" .,,~,,n;~ GENERAL SITE DATA
® TOTAL AREA = f 36.22 ACRES
TOTAL DISTURBED AREA = 17,50 ACRES 1
i' ~ ~ ~ I ~ PROJECT NOTES
~ ~ ~ ~ 1. ALL ROAD CONSTRUCTION IS TO BE IN ACCORDANCE WITH NCDOT STANDARDS AND SPECIFICATIONS
1
~ ~ 2. THE CONTRACTOR IS RESPONSIBLE FOR HAVING AN INDEPENDENT
~ ~ ENGINEERING TESTING FlRM VERIFY THAT THE SUB-BASE, BASE, AND ASPHALT MEET NCDOT STANDARDS.
~ 1 i'
® , ,i - ~ ~ 3. TH ONTRACTOR IS TO ENSURE THAT RADII ARE CONSTRUCTED IN AC ANCE WITH THE PLANS AND TYPICAL SECTION.

0 ® , 0 i 4. THE CONTRACTOR SHALL WORK IN ACCORDANCE WITH THE APPROVED
0 EROSION AND STORMWATER PLANS AND NCDOT DRIVEWAY PERMIT el< ENCROACHMENT EASEMENT,
i , , I
, - r~ ~ 5.7HE CONTRACTOR SHALL VERIFY THE TYPE, SIZE, DEPTH, MATERIAL, AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING
® 0 4 CONSTRUCTION.
~I ~ 6. THE CONTOUR SHOWN ARE TAKEN FROM THE JOHNSTON COUNTY qS
1 , .i ,.I ~ , DATABASE AND ARE FOR GRAPHICAL REPRESENTATION ONLY,
, 7. RIPARIAN STREAM LOCATION BY STEVE MITCHELL OF DENR, RALEIGH
,1I ~ 1..~~~ ` ' ~ ' REgONAL OFFICE MAY 14, 2002.
1 ,
0 8. ALL DITCHES TO HAVE A STRAW WITH TACK TEMPORARY LINING AND A PERMANENT GRASS LINING UNLESS OTHERWISE INDICATED.
o. ~ 0
~ 9. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE JOHNSTON COUNTY STANDARDS AND SPECIFICATIONS.
'~1 I ~ , ~
d I ` o , ~ 10. LEVEL SPREADERS SHALL BE CONSTRUCTED AT ALL LOCATIONS WHERE
Q ~ `,l I A DITCH DISCHARGES TO A RIPARIAN BUFFER,
o 11, THE CONTRACTOR SHALL COORDINATE STREET CONSTRUCTION WITH CPdcL.
l THE CONTRACTOR SHALL INSTALL CONDUITS ACROSS THE STREET'S AT LOCATIONS DETERMINED BY CPdcL PRIOR TO PLACING THE STONE AND PAVING.
o I , , CONDUIT TO BE PROVIDED BY CPdcl.
z, Q, ~ 12. THE CONTRACTOR SHALL CONTACT COLONIAL PIPELINE Co. ANY 11ME THAT
, J ~ W I'~ HE IS WORKING WITHIN THE GAS LINE EASEMENT, A COLONIAL PIPELINE
i REPRESENTATIVE MUST BE PRESENT WHILE WORK IS BEING PERFORMED WITHIN
W J THE EASEMENT,
v, I 13. THE CONTRACTOR SHALL PERFORM HIS WORK IN STRICT ACCORDANCE WITH THE
COLONIAL PIPELINE ENCHROACHMENT AGREEMENT. COLONIAL PIPELINE CONTACTS:
, ~ MR. FRANK SIMPSON (APEX) [phone]
,1f MR. MARK GATEWOOD (GREENS80R0) 1-800-326-4611
, -
,Il
SHEET INDEX
1 OF 7 -COVER SHEET
2 OF 7 - BOONE TRAIL STA. 0+00 TO 13+00 PLAN & PROFILE SHEET
3 OF 7 - BOONE TRAIL STA. 13+00 TO 26+00
PLAN & PROFILE SHEET
4 OF 7 - BOONE TRAIL STA. 26+00 TO END
PLAN & PROFILE SHEET
5 OF 7 -CLEVELAND SCHOOL ROAD S.R.1010
WIDENING PLAN
6 OF 7 -CLEVELAND SCHOOL ROAD S.R.1010 CROSS-SECTIONS
7 OF 7 -DETAIL SHEET
_..,~tce~~±s~._
SCALE SHLLI NU
DESIGNED MJH DATE= AUGUST 2002
QF ~f
AIW DRAWN MJH X' SOU TH Wl N D B SEAL BOONE TRAIL COVER HORIZONTAL SW PROJ, # 02-0319 1,=150'
1533 f-, CHECKED RLM IL 93 SURVEYING AND 201 GLEN ROAD
pc~Qo~ ENGINEERING, INC. GARNER, N.C. 27529 SUBDIVISION SHEET DWG FILE #DESIGN,DW VERTICAL G
1 ~S PROJ ENG RLM 919-773-0183 OF, 7
, ,,c a' Q 7 • Z DATE 919-773-0148 FAX REVNO. DESCRIPTIONS DATE
~~~9!GOt:~"y°~ DEVELOPMENT S URVEYING REVISIONS

Michael F. Easley, Governor
?F W A TFiq William G. Ross Jr., Secretary
O? pG North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
155(? r-
Division of Water Quality
p ?
Mr. Teddy Hines
W AKO
2325 Ridge Road
Raleigh, NC, 27612
APPROVAL of 401 Water Duality Certification and Neuse River Buffer Rules with Additional Conditions
Dear Mr. Hines:
October , 2002
DWQ# -1277
Johnston County
You have our approval, in accordance with the attached conditions, to place fill in 145 linear feet of perennial streams in or er to
construct a road crossing associated with the Boone Trail subdivision in Johnston County, as described in your application received by
the Division of Water Quality on August 12, 2002. After reviewing your application, we have determined that this fill is covered b
General Water Quality Certification Number 3375, which can be downloaded from our web site at http://h2o.enr.state.nc.us/ncwetlands .
This Certification allows you to use Nationwide Permit Number 14 when issued by the U.S. Army Corps of Engineers. This approval is
also valid for the Neuse River Buffer Rules (15A NCAC 2B .0233). In addition, you should get any other federal, state or local permits
before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply
Watershed regulations. Also this approval will expire when the accompanying 404 permit expires unless otherwise specified in the
General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project, you must
notify us in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner
must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland
fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certification as well as the additional condi ions
listed below:
1. An additional condition is that stormwater shall be directed to diffuse flow at non-erosive velocities through the protected stream
buffers;
2. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or areas within
50 feet of all streams and ponds. These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of
the 404 Permit (whichever is later). A sample deed notification format can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands .
3. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401 Certification
has been completed.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days
of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, P.O. Box 6714, Raleigh, N.C. 27699-6714. This certification and its c nditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have an
questions, please call Steve Mitchell or Debbie Edwards in our Raleigh Regional Office at 919-571-4700 or Cyndi Karoly in the entral
Office at 919-733-9721. Questions regarding stormwater should be directed to Todd St. John at 919-733-9584.
Sincerely,
1
Klimek, .E.
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
Customer Service
1 8100 '6 3-7748
AW K/cbk
Attachments
cc: Corps of Engineers Raleigh Regulatory Field Office
Raleigh DWQ Regional Office
Central Files
o ert L. Massengill, 201 Glen Road, Garner, NC, 27529
021277
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Boone Trail S/D
Project Number 02 1277
Recvd From APP
Received Date 8/12/02
Project Type residential
Recvd By Region
County Johnston
County2
Region Raleigh
Certificates Stream Stream Impacts (.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME,
14 Stream O Y OO N F__ 27-43-(1) WSI11 NSW 30,402. F__ 145.00 F-
NBR rBuffers OO Y 5N F-rir-F-- 30,402. F- F- r-
F -F-
f-I - O Y _0N F__ F-F_F_ F_ F__ F- I -
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
i
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
i
Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) 353643 Longitude (ddmmss) 783449
Comments:
cc: Regional Office
Central Office Page Number 1
Facility Name Boone Trail S/D County Johnston
Project Number 02 1277 Regional Contact: Steve Mitchell
Date:
Comments (continued from page 1):
cc: Regional Office
Central Office Page Number 2
Triage Check List
Date: SILI)
To: RRO Steve Mitchell Project Name D?
?FRO Ken Averitte . DWQ Project Number
?WaRO Deborah Sawyer County
[]WIRO Joanne Steenhuis
?WSRO Jennifer Frye
?ARO Mike Parker
?MRO Pete Colwell
Telephone ,9191 733-
From:
The file attached is being forwarded to You for vn,,. - r-iease call if you need
ascic}ynr_e -
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USGW topo maps
=.-minimization/aance issues
??
a?uffer Rules _Catawba, Randleman)
(Neus , ? ... - _

? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
Fa?Check drawings for accuracy
. c?
y ,.
, . ;
the application consistent with pre-application meetings?
? Cumulative impact concerns 4?-

In, 171 1 6*,/l I-

Obi AALF?

pG

Pre-Construction Notification (PCN) Application Form
Cpp?.
17:
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U. S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality'4
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for an
project requiting approval under any Riparian Buffer Rules implemented by the N.C. Division of Wate
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.army.mil/wetiands/Penn app htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at hft://www.saw.usace.army.mil/wetlands/regtour.htm, or contact one of the field
offices listed at the end of this application.' The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U. S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Tront Waters Coordination-. - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page 1 of 1
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (liste on
the last page of this application) the applicant should also contact the North Carolina Division of Co tal
Management (DCM) at [phone]. DCM will determine whether or not the project involv s a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting age cy.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data fo s,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of is
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicot
to address information needs for all USACE Nationwide, Regional or General permits, as well las
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 128 3
(March 9, 2000), available at h ://www.saw.usace.arm .mil/wetlands/n finalFedRe . f.
Processing times vary by permit and begin once the application has been determined to be compie .
Please contact the appropriate regulatory field office for specific answers to permit processing periods.;
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise state{
as optional.. Incomplete applications will be returned. Submit seven collated copies of all USACt
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center.
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 4011
Certification, then a non-refundable application fee is required. In brief, if project impacts include le*
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts W
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 i?
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at httv://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may bet
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury chec
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to'I
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional'
requested information, or denial.
Page 2 of 2
Office Use Only:
Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather th! an
leaving the space blank.
L Processing
I. Check all of the approval(s) requested for this project:
? Section 404 Permit
? Section 10 Permit
? 401 Water Quality Certification
(Riparian orWatershezi Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 14
-T
3. If this notification is solely a courtesy copy because written approval for the 401 C_ertif_!cation
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration ogram (NWRP) is proposed for
-mitigation of impacts (see section VIII - Mitigation), ch here:
II. Applicant Information
L DwnuZApTn_l_;nant Information
Name: b e-/o T e aI -- fit, S
Mailing Address: Zsz e,
"RA?eT? 1J L 7'7 C? l Z
i
i
Telephone Number:- 18`l - 38 Z Fax Number:
E-mail Address:
2._ Agent .Information (A Signed -and dated- copy of the Agent Authorization letter must -be
attached if the Agent has signatory authority for the owner/applicant.)
Name: 1?.o b?r? L. M A SSe^?;M -P E
Company Affiliation: -lee^;"!4
Mailing Address: %Zo l G te,, 'P,J
Arne r NC., Z'7?,2 g
Telephone Number:_,At9) -1-13 - c> t S 3 Fax Number: _eg cS,> -1 , 01
E-mail Address: V' nn A sc P , ..11 P e . _ _1 . _ _ _
Page 3 of 3
M. Project Information
Attach a vicinity map clearly showing the location of the property with respect to 1
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing prol
boundaries and development plans in relation to surrounding properties. Both the vicinity
and site plan must include a scale and north arrow. The specific footprints of all build
impervious surfaces, or other facilities must be included. If possible, the maps and plans sh
include the appropriate USGS Topographic Quad Map and NRCS Steil Survey with the prof
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discre
so long as the property is clearly defined. For administrative and distribution purposes,
USACE requires information to be submitted on sheets no larger than 11 by 17-inch for
however, DWQ may accept paperwork of any size. DWQ prefers full-size construe
drawings rather than a sequential sheet version of the full-size plans. If full-size plans
reduced to a small scale such that the final version is illegible, the applicant will be informed
the project has been placed on hold until decipherable maps are provided.
1. Name of project: l3oo n e Tr A ? 1
2. T.I.P. Project Number (NCDOT Only):
I v•tSto?
ItoZ'! - Lk 8 -91(0(0
3. Property Identification Number (Tax PIN): I e Z _)- S9 - oy 4 o L (.e Z7 - SA -
4. Location
County:_ Soo, ask o.. Nearest Town:
Subdivision name (include phase/lot number): r I ?b
Directions to site (include road numbers, landmarks, etc.): T-40
e
o ec'% 31Z. Tern R. \.,? ,. 1Je-47. Go 1/4 J
; Z-?,r.? R? on?.o SR1 10
CCl.ev-00-1 5. Site coordinates, if available TM or Lat/Lon
(U g): _ P 35-3(a-4z.b(. w 18-3y•y8??a8°
- (Note - If-project is Iinear,-suchas_amad or utility line,attach a sheet-that-wara .lyILgs_the
coordinates for each crossing of a distinct waterbody.)
4. 1)escribe-the existingland- se or condition of the site at-the time ofthis-application:
7. Property size (acres): 3 (e. ZZ A c r -e
-S. Nearest body of -water (strearn?river/sound/ocean/lake): S w Cr.
-e e k,
9. River Basin:_ N to se
(Note- this must be one of North Carolina's seventeen designated major river'basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 4 of 4
10. Describe the purpose of the proposed work:
SV?rk U,-,, ,

11. List the type of equipment to be used to construct the project: E,ccA VdJOr, rAO 2.cc r
S?-r4f?tf l0/ACA-e cytC> ur orA?e
12. Describe the-land use in4he vicinity-of this project:
--IV. -Prior Project-Uistory
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the fast, please explain. Inclu
the USACE Action ID Number, DWQ Project Number, application date, and date permits d
certifications were issued or withdrawn. Provide photocopies of previously issued permit ,
certifications or other useful information. Describe previously approved wetland, stream
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
AcVto_'D * Ztn-D 2z. 11"19 er?n.nAk v ?.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the.
anticipated work, and provide justification for the exclusion of this work from the current'
application: 1,J /N
VL Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 5
1. Wetland Impacts
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland*

* T
uur-L avpmaLvq auu iuvuury Lemporary impacts, impacts Include, but are not limited to: mechanized clearing, grading, ll,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at hqp://www.fema.gov.
*** List a wettand type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver potted,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed: N /A
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Im act Perennial or
Intermittent?
leasespecify)
t 1
C_jver C ?yS F1 u to Sw??t y ?} i' t?e,? •?o \ j
4550U,.Je(A G r ee k

i

I
F... ?.rw.??•-Y .- ..,c.iwy «111puliuy impacEs. impacts uTCiude, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com
www.mgpquest.com etc.).
Cumulative impacts (linear distance in feet) to all streams on site: l y ?, ?-}
Page 6 of 6
i
I
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and an
other Water of the U. S.
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact

acres Name of Waterbody

(if applicable) Type of Waterbody
(lake, pond, estuary, sound,

bay, ocean, etc.
/A

• ....r 11-1 a• A%AV" LLY &VUgAJia1Y impacts. unpam mciuae, but are not !united to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): tZ
/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. 4
-0-se i t- a -;-t rT=f 11 r .o 7 o« c? ?o t, C1 It J 4( O D Tvy ? %5 O A S r je J A v

er
eJ
Page 7 of 7
VUL Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwi e
Permits, published in the Federal Register on March 9, 2000, mitigation will be required wh n
necessary to ensure that adverse effects to the aquatic environment are minimal. Fact s
including size and type of proposed impact and function and relative value of the impact4d
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses Of
aquatic resource functions and values by creating, restoring, enhancing, or preserving simil
functions and values, preferable in the same watershed.
i,
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration:
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available a?
httv://h2o.enr.state.nc.us/ncwetlands/stmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a'
description of the current site conditions and proposed method of construction. Please attach)
a separate sheet if more space is needed.
n
Page 8 of 8
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicant
will be notified early in the review process by the 401/Wetlands Unit if payment into tht
NCWRP is available as an option. For additional information regarding the applicatiop
process for the NCWRP, check the NCWRP website at http:lWo.enr.state.nc.us/wrp/'mdex.htm. it
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)'.
land?
Yes ? No Eg'
If yes, does the project require preparation of an environmental document pursuant to the'.
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No D
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes Q' No ? If you answered "yes", provide the following information:
Page 9 of 9
Identify the
mitigation is
multipliers.
i
square feet and acreage of impact to each zone of the riparian buffers. If buffe
required calculate the required amount of mitigation by applying the buffer
Zone* Impact
s uare feet
Multiplier
Required
Miti
gation 3
2 1.5
Total
-Lone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B.0242 or.0260.
I
XL Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
.,?.??-?:.? ?tiDCry???S ;?c.red•a - O r'+crcS O01o) »sec? ?^.??zrv???
3.9L r4(-A5 ?1Z.°/a> '??cluaaaa e.o.?S? ?o?es, eAt%0*LW4wt `J i_- r?c. L v t1 S-?ew-(
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XEL Sewage Disposal (DWQ 8nly) c s{?" `?
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
14 C-
XM- Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H.0500) or any Buffer Rules?
Yes ? No [Y
Is this an after-the-fact permit pplication?
Yes ? Nov
Page 10 of 10
I
YIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits Ion
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered aind
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
7- 17- 4!51;--l
Applicant/Agerft's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615
k tti Chatham Granville Orange Wake
Telephone: [phone] e.f Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office
US Army Corps Of Engineers
Post Office Box 1000
Washington, NC 27889-1000
Telephone: [phone]
Fax: [phone]
Beaufort Currituck Jones
Bertie Dare Lenoir
Camden Gates Martin
Carteret* Green Pamlico
Chowan Hertford Pasquotank
Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 11
US Fi
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
sh and Wildlife Service / National P
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
Division of Coastal Management
1638 Mail Service Center
Raleigh, NC 27699-1638
Telephone: [phone]
Fax: [phone]
Western Piedmont Region Coordinator
3855 Idlewild Road
Kernersville, NC 27284-9180
Telephone: [phone]
Mountain Region Coordinator
20830 Great Smoky Mtn. Expressway
Waynesville, NC 28786
Telephone: [phone]
Fax: [phone]
Zarine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
Beaufort Chowan
Bertie Craven
Brunswick Currituck
Camden Dare
Carteret Gates
NCWRC and NC Trout Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Hertford Pasquotank
Hyde Pender
New Hanover Perquimans
Onslow Tyrrell
Pamlico Washington
Alleghany Caldwell Watauga
Ashe Mitchell Wilkes
Avery Stokes
Burke Surry
Buncombe Henderson Polk
Cherokee Jackson Rutherford
Clay Macon Swain
Graham Madison Transylvania
Haywood McDowell Yancey
Page 12 of 12
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U.S. ARMY CORPS OF ENGINEERS `x
Wilmington District
Action ID: 200221179 County: Johnston~
Notification of Jurisdictional Determination
Property Authorized
Owner WAKCO Agent Southwind Surveying
C/o Teddy Hines Robert L. Messengill
Address 2325 Ridge Road Address 201 Glen Road
Raleigh, NC 27612 Garner, North Carolina 27529
Telephone Number_ Telephone Number 919 773-0185
I
Size and Location of Property (waterbody, Highway name/number, town, etc.) WAKCO's proposed
Boone Trail subdivision property located off of SR 1010, adjacent to Buffalo Creek, east of Clajyton,
in Johnston County, North Carolina.
Indicate Which of the Following apply:
0 There are wetlands on the above described property which we strongly suggest should be delineated and s eyed.
The surveyed wetland lines must be verified by our staff before the Corps will make a final jurisdictional
deterniination on your property. However based on site inspection conducted on May 15, 2001, it was dete4, nine
that the drainageway that flows from the eastern corner of the property to the western property line is not a
jurisdictional water of the United States.
0 Because of the size of your property and our present workload, our identification and delineation of your wetlands
cannot be accomplished in a timely manner. You may wish to obtain a consultant to obtain a more timely
delineation of the wetlands. Once the consultant has flagged a wetland line on the property, Corps staff will
review it, and, if it is accurate, we strongly recommend that you have the line surveyed for final approval the
Corps. The Corps will not make a final jurisdictional determination on your property without an approved s ey.
0 The wetlands on your lot have been delineated, and the limits of the Corps jurisdiction have been explained to you.
Unless there is a change in the law or our published regulations, this determination may be relied upon for a p?riod
not to exceed five years from the date of this notification.
There are no wetlands present on the above described property which are subject to the
ermit requirements of section 404 of the Clean Water Act (33 USC 1344). Unless there is
a change in the law or our published regulations, this determination may be relied uOon
fora period not to exceed five ears from the date of this notification. Existin on on
property has no hydrological connection to jurisdictional waters of the US, and thus not subject to Departure tro
the Army permit authority.
0 The project is located in one of the 20 Coastal Counties. You should contact the nearest State Office of Coastal
Management to detemline their requirements.
Placement of dredged or fill material in wetlands on this property without a Department of the
Army permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311)., A
permit is not required for work on the property restricted entirely to existing high ground. If *ou
have any questions regarding the Cor of Enginee regulat y program, please contact
John Thomas at 919 4876 - 8441 extension 25
Project Manager Signature
Date July 1, 2002 E iration Date July 1 200
SURVEY PLAT OR FIEL SKETCH OF DESCRIBE PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM.
Applicant: WAKCO / Mr. Teddy Hines, Boone Trail File Number: Action ID. Date: July 0 ,
Subdivision 200221179 2002
2325 Ridge Road, Raleigh, North Carolina 27612
Attached is: See Section elow
INITIAL PROFFERED PERMIT Standard Permit or Letter of permission) A
PROFFERED PERMIT Standard Permit or Letter of permission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
XX PRELIMINARY JURISDICTIONAL DETERMINATION E
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for f al
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the pe#rnit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that
the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer.
Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your ight
to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: a)
modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not mo ify
the permit having determined that the permit should be issued as previously written. After evaluating your objections, the
district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for f al
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rig hts
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the pe t.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of th is
form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of t he
date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Proc ss
by completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the !date
of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD
you may appeal the approved JD under the Cor
s of En
ineers Administ
a i
,
p
g
r
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be rece ve
ved
by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an
approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you mayj
provide new information for further consideration by the Corps to reevaluate the JD.
SE K0 1R 2EQUE ORfAPPEAL-or QBJ?(? IONS TO AN? ]TTIAW- O E IZ1k1IT?,?r' ';
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to a
initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reaso s
or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed toi
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However,
you may provide additional information to clarify the location of information that is already in the administrative record.
POINT'OF `CONTACh . FbR. UESTIONS? R INF
If you have questions regarding this decision and/or the appeal
process you may contact: Raleigh Regulatory Field Office
C/o John Thomas
6508 Falls of Neuse Rd., Suite 120
Raleigh, North Carolina 27615
Telephone: [phone] ext. 25
AATION:
If you only have questions regarding the appeal process you may
also contact:
Mr. Arthur Middleton, Administrative Appeal Review Officer
CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date:
of appellant or
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490
Telephone number:
SOUTHWIND
SURVEYING AND ENGINEERING
201 Glen Road
Garner, North Carolina 27529
Phone: [phone]
Fax: [phone]
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COPIES DATE NO. DESCRIPTION
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E?"For approval ? Approved as submitted
? For your use ? Approved as noted
? As requested ? Returned for corrections
? For review and comment ?
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If enclosures are notes noted, kindly notify us at once.
? Resubmit copies for approval
? Submit copies for distribution
? Return corrected prints