20060381 Ver 1_Site Plan_20050203

s~~ / .
LEGEND ~ ~ !
~s~.~-sF - _ EXI c~va u~Er aROrEC~wri I ~ ~ ? ~ N ~ ~ ' Exlsnnlc Cl TY LIMIT • f ~ " ! LEGEND
~ ,
! / •T ~ TYPICAL
~ . r ~ ExrstrNc PROPOSED i
9 T I : EDGE OF PAVEMEN
~,~,vor~vco?,srnucno?, ~ 25 rsr~13 , ~ S.TU , D~
errrwwc~xir "'d ~ i ' ~ / ' ~ ~ STORM SEWER PIPE ~ ~ ~ a , 'LIMI' ~ •
` ~ ~ ~ CATCH BASIN OR li. . ` ~ ~ -
tD TEMPORARY DIVERSION . i `1 ~ • ~ LE ~I i ~ ' YARD rN T . ~ ~
~ ~ _c~-SF~ SILT FENCE / ~ r !r ~ } ~ ~ ' ~ ~ i o° FLARED END SECTION i ~ + . ' ~ ~ I AND RIP RAP APRON
- ~ r, ;
+ ~ ~ t 1 ! MANHDLf
' , ; . ! I ~ i ~ • ~ ~ P SAN, SEWER PI E
i 1 1 ~ , f l _ i
- , ' , ~r _ i ~ • ' ~ WATER MAIN • ~ , + ~r + ' f ~ i W W- AND VALVE
`r • ,
t - °I' ;I ~ f ENT UNLESS OTHERWISE SPECIFIED C l.c I ~
+ . • ~ ~ , i I ,
T6 ~ ANT r l HYDR 1 ~ l + r ~ •
• I ~ ; I t I E
HoR¢orrrAi. I ~ . ~ . ' i1 1 . I ~ r ;
g ~ iwFrPaorECnori / i,'~ } i ' . ~~1~ acts "omn .1, ~ \ j \
• ~ I . ! ` ~ BLOW OFF VALVE
~ PERMANENT OUTLET : , ~ l , .o ' , + ~
~ / / ~ * ~ ° ~ PROTEC 1. TION PROTEC
~ 1_ ~ ~ ~ ~ ` ~ CONTOUR 69 36x12 x24 CLASS 1 ,1, . . ~
" i 28 t r.... ..f.. 3s X~2 X i ~ ' }~a . RlP RA . 1~ . Vt ` NEUSE RIVER - - - - - -
. RIP RAP DISSIPATOR • ; , , ~ ' j 50' BUFFER ~ ~ ~ ~
RR
N ~ ~i ~ LEVEL SPREADER \ - -
NT TRAP SCHEDULE ~ , ~ ~ * , ~1;~ wE~i~t TEMPORARY SEDIME / j ~ ; _ . , , ~
.l~
DRAINAGE DISTURBED REQUIRE / .~9 i~ t . _ -i AREA AREA Q70 SPILLWAY REQUIRE SURFACE ~ • i ~ ~ _ '
. ~ ~
BASIN N0. (ACRES) (ACRES) (CFS) BASIN DIMENSIONS LEN(aTH VOL (CP) ARFA ~ / ~ "
/ M - ~
#1 0.45 0.45 1.6 19.0 X 38.0 X 2.00 4 810 708 ~
#2 1.72 1.2 8.0 30.0 X 120.0 X 2.00 6 2160 3506 N07E 1 - , ~ ~ J ; a - . #3 0.88 0.6 2.8 25.0 X 50.0 X 2.00 4 1080 1208 - , ; ~ ~ ~ ~ i, .
DIST(11~ ~ .
LIMITS ~ _ _ - . ~
#4 0.79 0.7 2.7 25.0 X 50.0 X 2.00 4 1260 1186 ~ ~ / ; ~ ~ , ' ~ ~ ¦
~ i ~ ~
#5 2.88 2 13.8 62.0 X 100.0 X 2.00 8 3600 6023 NOlE 1 / ~ 48 RCP CULVERT - - _ ~ ~i , , • ,
#6 1.45 0.20 7.6 41.0 X 82.0 X 2.00 6 360 3293 NOTE 1 / ~ : , / ,a ~ _ 48 #7 0.82 0.3 2.2 22.0 X 44.0 X 2.00 4 540 962 _ , _ / / ' r ~ W/ M / o~ r~. W/NG4 #8 3.13 1 14.1 56.0 X 112.0 X 2.00 10 1800 6142 NOiE 1 / ~ #9 0.66 0.32 1.9 22.0 X 44.0 X 2.00 4 576 824 - - / , ; r" f ~ s _ _ A BLOCK ~ ~ - . SILT FENCE ~ ~ \ ~ ~ -
~ - - 1 WINGWALLS SEE DETAILS ~ - . _ _ OUTLET - _ .
I i - -2 •
~ _ f
i _ + ~ ~ _ _ . • _ -
#10 12.2 1.7 232 74.0 X 144.0 X 6.00 RISER 3060 10110 ~ ' / , ~ _ . ~ \ ~ c
#11 1.24 0.30 6.4 38.0 X 76.0 X 2.00 6 540 2786 N07E 1 - i ' ~ ~ ~
~ / ~ ~ . _ _ - - - - ~ . _ 1 ~
#12 4.51 0.63 18.5 64.0 X 128.0 X 2.00 12 1134 8063 NOTE 1 - - ~ ~ ~ , ' 32 : ' " , ~ I ~ - #13 4.79 1.04 22.8 71.0 X 142.0 X 2.00 12 1872 9915 N07E 1 , - ~ ~ / p'~ - - ~ :~rsr.e _ - I ~ - ~ .
try \ i i• ~ ~
1 . _ i.-- - ~ ~ -
NOTE 1 -SIZE BASED ON FINAL SYSTEM FLOW / ~ ' , , ' ~ ~i i - _ ELANDS... - ~N
_ 1
_ _
- - r; _ - _ ~i ~ ~ ~ ~ l
- - - ~ + \ /
~ - gyp- - . _ 1 i ' ~ \ • \ ~ ~ , , / - i ~ i / ,
_ , ;i
~ ~ y . " f i ~ - - - i i \ ~ ; i ~e I ~
f N / ~ ! i ~ .
~ 0~ r i ~ . -i ~ i I ~
~ } 'I ,x ~o - _ i• i i ~
- _ ¦ - ~ ~2C ..i- o i , i i ~
i ~
. ~ 1 i~: i l ~ i i i• \ ~
~ ors #~2 / ~ , ~ f ~ - ~p 39 - _ _ _ _ _ ~ 35, " ¦ ~ ' ~ ~ _ ~ i
\ ; / a 1¦,_-- DISTU BED 4' ~ ' ~ ~ wog r~~~ ~ - ~
~ ~ ~ ~ ~
.I~ ~ / I r~~ ;~~y ~ I t..c~"~~~i1 ~s~~~~~ ~rrwr~a~ ~~~~l.s'i~~~~s~~~~~~~~~-n'~~~r~~ SF: --TD-' o r r ~ i r .r~ ~ \
r4 ~ ~ _
, \ I v
+ - ` --+rr _
- ~ . - - ~ ~
- ~
/ / ~ ~ I - ~ . '.SF SF \ 1
SF l . ~ ~ ~ ~r a~ ~e r >lvfie ~ l~ r~ r~ . ~ ®rlll lw +w ~ r w / ~ ~ ~ ,
- i ~ 1 ~ i ,
r ~j" ~~d'~ar+wr~r1;~/ ~ ~ 4 I / rr~`r r~~r~ir~r~r~c~~~ ~wJa1~~~~nwrr ~l ~ , ~ i i ' i ~ ,ti +
¦ ~ w, ~ ~ • ~ ~ ~ i 'i i i, ~ ~ ~ ~ i. ~ •
r ( ~ ~ / ( o f y~~+srsr ~~w~~w~ rn..
• ~ i ~ i% ~ ~ ~ ~ 1 ' • • DISTURBED • ~ i ~ ~ . ~ ,~r+ i ~ ~ .
i ~ I ! ~ i ~ ,
~ ~ ~ ;I . ~~~,758 - - 159 747 ~ LIMITS ; • ~ ~ ~ ~ i ~ _ i ~ ~ i \ ~ . ' i i ~
o I ~ , 754 75 _ X 56 , ~~--J - ~ ~ . ~ 1 • ~ : i~ ' , `-240- ' i I ~ ~
-rt ~ i . ~ ~ ~ ? I ~
i i! I i
~ ¦ ~ N - / i~~ t ~ ~ ~ I 1 ~ ~ ~ i ~ _ . . . . . ~ I
~ , I,
1 !I! .
,1t • i
i i ~I~ i S~ C~,~~ Engineers
~ •,.4•~,~,E! ° a~~ • 107 But Socoad St. 8410 Falb Ot Neuee Ad.
RR#3 RR#4 RR#5 RR~Y6 RRi~7 4~$~3 .o Planners (`i •o m Siace Gnen~ille, N.C. 27858 Ralei 4, N.C, 27816
0 ds = 7.8 ds a _ ,,.2~ a _ ~ao~ a~ - •.6~ a~ - ~~.e~ PHASE - 1 EROS/ON CONTR Slope i.96% Sbpe 200% Sbpe ~ 1.15% Sbpe S.Y9% Sops ~ 3.72% ~r r 1618 [phone] ~ Surveyors ~ [phone]
~
D inches = 15' ~ irwMS ~ 18' D inches = ?R D fndrs 1S D intliss ~ 18' : LYNDALE DEVELOPERS, LLC GRAPHIC SCALE ~ . r $
N = 0.031 N = 0.035 N ' 0.095 N = 0.010 N = 0.095 ~ L YNDALE SU8D1 !51
owe~veioary = s.~rPs o~ue~veioay = a.arps ouus~wwa~y zeros awwwa~r = ~2erPs o~xvaomr = ~t~~w e ~ ioo ioo ~ r -PHASE 1-
~Ma ~ , z zms z Tons z Zaa z ---°-------.r
Tiudmess = 12" Thickness = 18" Thidumm = 18" Thidams = 18" Thickness = 18" 5CC wi= i a run mu i ca, LAY 1[w it." EROSION CONTROL PLAN
D50 3" D50 6" D50 - On D50 = 6" D50 = 6" SEQUENCE, AND DISTURBED AREA - - DATE 2~ ~t!0
Stone = A Stone = B Stone = B Stone = B Stone = B IN FUT ) CLAYTON, NORTH CAROLINA 1 inch = 50 M SURVEY JS DRAFT RIM SCALE PROJECT NO, SHEET
Length = V Length = w Length = 12 Length = 7.9 Length = V
Width = 4' Width = 4.5' With v Width = 4' Width = 4.9 DESIGN Sc CHECK 'p 1"= 50' 24358 5A

LEGEND
" TEMPORARY SEDIMENT TRAP SCHEDULE
RR#10 PROPOSED EXISTING RR#8 RR#9
DRAINAGE asru~o ~~~~D IRED Q di ~ 28 da ~ Cfi = 4.0 Cfi Q d: a 40,3 ~ EDGE OF PAVEMENT
A~ p~ q+o SPILLWAY RE4UIRED SURFACE 'ACE s = 5.5996 = 1.84°1(0 2949(0 Slope ~ STORM SEWER PIPE
EA D inchoe = 15' D inche8 = 15' D illctlee = 30'
BASIN NO. (ACRES) (ACRES) (CFS) BASIN DIMENSIONS LENGTH VOL (CF) AREA ~ CATCH BASIN OR N 0.035 N R 0.035 N = 0.035 p ~8 - Otr1101 V = 124 VelOClly = 10.7 ~ ~ YARD INLET
#1 0.45 0.45 1.6 19.0 X 38A X 2.00 4 810 708 OutlelVebaty - 9.Ofp~ alodty tp~
DG NOTE 1 Zone 2 Zone 2 Zone 2 FLARED END SECTION
#2 1.72 1.2 8.0 30.0 X 120.0 X 2.00 6 2160 3506 NO ~3 0.88 0.6 2.8 25.0 X 50.0 X 2.00 4 1080 1208 TlydQaii = 18' ThiCknea = 18' Thlcblea3 = 18' AND RIP RAP APRON ~ = 6' D50 = 6' D50 = 6' D50
= B = B Stone = B ~ MANHOLE O ~j StOne
w xu s #4 0.79 0.7 2.7 25.0 X 50.0 X 2.00 4 1260 1186 ¦ 7,5 Lergih s 7.5 Len~h ¦ 15 SAN. SEWER PIPE
~5 2,88 2 13.8 62.0 X 100.0 X 2.00 8 3600 6023 NO ~/g 1.45 0.20 7.6 41.0 X 82.0 X 2.00 6 360 3293 N0 #7 O.g2 0.3 2.2 22.0 X 44.0 X 2.00 4 ~ ~2 23 NOTE 1 ~ 4. 7,~ Vll~h 4 Width
93 NOTE 1 _ WATER MAIN W W AND VALVE
20~ EASEMENT (UNLESS OTHERWISE SPECIFIED) 42 NOTE 1
#8 3.13 1 14.1 56.0 X 112.0 X 2.00 10 1800 6142 N0 #9 0.66 0.32 1.9 22.0 X 44.0 X 2.00 4 576 824
HYDRANT '4
10
#10 12.2 1.7 23.2 74.0 X 144.0 X 6.00 RISER 3060 70110 86 NOTE 1
#11 1.24 0.30 6.4 38.0 X 76.0 X 2.00 6 540 2786 N0 s #12 4.51 0.63 18.5 64.0 X 128.0 X 2.00 72 1134 8063 NO NCGS NORTH #73 4.79 1.04 22.8 71.0 X 142.0 X 200 12 1872 9915 NO NAD 83
63 NOTE 1 BLOW OFf VALVE
15 NOTE 1
CONTOUR 69
N07E 1 -SIB BASED ON FINAL SYSTEM FLOW NEUSE RIVER - - - - - - -
50' BUFFER
LEVEL SPREADER
LlIJlVL~L
PHASE 7 i ~ t s i:~o • i
~o~ ~ icy .LIti ~
MA TCH UNE ~ • ~ ~ ' X54 X55 _ ~ a~b~ S~ ~ i .
. ~ ~ l
i
PHASE 2 ; ~ ~I p1; i _ ~ I.
~ ~
~ • GRAVEL INLET PROTECTION
A ~ I•~~
/ ~ ® - - i
fi ~ ~ ~ ~ ~ TEMPORARY CONSTRUCTION I
ENTRANCElEXIT ~ ~ 4
~ I / ~
--mT ' ~ x.15 ~`1 j5~ 750 ~ C ~ / ,I. ' ~ TD TEMPORARY DIVERSION
~ DITCH / ~ R' I 1 ~
_ -F~ FNE / ~ S SILT E C . ~ ~ , ,r ,
. ~ ~ • I ~ TEMPORARY SEDIMENT TRAP
)RTH sus , \ 1 Jr 4i~i I ~ I ~ I ~
.3 NEUSE R/ DER RR#8 ~ - - I ' , ~ j~ ; + ~ r1 ? I ? • N 1
~ ~ . ~ RIP RAP APRON (RR# ! ; °W° )
BAS/N R/PARIAN ~ ~ \ I ~ ~ I , ~ \ ? 1 I 1 ~ , ~ °°a M. I
BUFFER (50) ~ ~lp~ ~ J`2' : ~ x ~ ~ /
i ~ , ~ WALL t..,/ HEAD
~ ~ ' ~ ~ >w , r
t, 1 ~ ~ HORIZONTAL PIPE
I~ ~ q~sru ~ \ ~ 4J ~ J~O SILT•FENC ~ ,rj,3 ~ lM/T \ t O OUTLET o` ~ ~ , ~ ~ ~ TION ~ ! INLET PROTEC
ISTURBED ~ ~ .l I ~ ~
IMITS ~ ~ ~ .
~ ~ . l I ~ r
I \ 1 sF ~ s 1
~ ~ DISTURBED ~ ~ ' 1 ' ~ J •t ' ' fie' , I r ~R
_ ~ ~ LIMITS ~ ~ 54 3 14 . ~ '
~ t . t` ~ ISTURBED • ~ ~
\ ~ ~ ~ LIMITS.
\ ~
• ? ~t . ~ : - ~ ~ Tsr 10 ? ~
? RISER BASIN
~
~ • . ? TOP OF BERM = 232.0 ~ ~ ~
~ ~ ~ ~ ' ~ .sYc r FENCE ~56 ' i ~ /-d - ~ . SEE DETAIL SHEET ~ ~ i \ \
~ ` TST 10 SHALL BE INSTALLED 1~ ~ ~ - d
~ ~ f - ~ ~ ~ IN PHASE 2 AND MAINTAINED
. a ~ THROUGH PHASE 3
r \ 'r
~ ; ~
~ i
~ pl ~ - t ~ - ~r
` ~;Y ~ ~ ~
# . _ _
~ ~ ~ 4
WETLANDS ~ ~ _ _ ~ ~ ~burcEr . \ ' ~ ' S_g _ . ~ \ _ " ~ . SEE SHEET 5 FOR NOTES, CONSTRUCTION \
~ ~ - SEQUENCE, AND DISTURBED AREA
_
i's~
- $ -
~ ~ ~ ~ _ ~
_ ~ ~
_ _ . _ ~ _ ~ • ~ i ~ ~ r GRAPHIC SCALE
i. .i' v ~ ; 200 i ~ i ~ 50 0 50 too to6
\ / i 22
i , ~ ~
. ' ~i ? (IN FEET )
I : ~ , SlL T E E. ~ - ? ~ 1 inch - 50 ft,
~ I'' ~ ~ I _ x, _ _ `our~r' I T T ~i i ~ i
~i ~ 1 ~ #
~ \ i l NEUSE R/VER ~ASIN' c. ~ - , ~ " ` ~ ~ ~ • ~ \ r
~ ' I' ~ . I ~ i ~ - RlP~1 RIAN BUFFER (50) ~ ~ ~ ~ ! o R~.-,.. N~ ~ f O RR •119
# , \ 00x0
~ ~ ~ En ineers
~ ~ •'a0p°°o= °ri • 9410 Frlb Of Newe Rd. ~ _ ISSt ,.,®q 107 e..t Second Sl Planners
I ~ ~ ti ~ G~ Since Gnen+ille, N.C. 27859 g0,)ei`p, N.C. 27914 _ ' ' " 1618 252 752-4155 5111'VeyOrS \ • ~ < ~ l ) ole 949-3347
' ~ ~ p ( ) \ , ~ . \ , SEMI ~ i
1 ~ ~ ~ ~ ~ - ~ VELOPERS LLC , . _ ~ L YNDALE DE ,
~ ~ _ TEMP. 18 CMP BARREL 100 LF ®3.0 q ~ ,M _ ~ ~~ti•o L YNDALE SUBDIVISION
~ ~ = 0 1NV DUT = 219.00 o~ . , INV IN 222.0 ~ d
r ~ -PHA S~ 2 - ~ DOWN STREAM DRAINAGE SYSTEM MUST BE
a.r. ~ ~ rn u•r~ ~ ~ ~ v nnlnn T/1 t tnnrnc-~ 0i F+ K I MO IV ~ n >~u T R ~ F P L A N
11W)IALLtU 11Y111fiLL r 1-rviu!C l u Uro tnr-m1V1 DATE '1~'j (~~p v v r v . , • -
• DISTURBANCE FROM FES-10 UP TO MANHOLE CLA YTON NORTH CAROLINA
PLAN STRM-4 INCLUDING OUTLET PROTECTION, SURVEY JS DRAFT RIM SCALE PROJECT NO. SHEET ~ ,
PHASE-2 EROSION CONTROL PLAN Jp 1 = 50 24358 6 I N S H K

LEGEND
LEGEND PROiPOSEO £X/ST/NG
EDCE OF PAVEMENT
GRAVEL INLET PROiECT10N STORM SEWfR P/P£
- ~ CATCH BAS/N OR
~ YARD MLET ~
\ ~ , 11 _ , . ~ / ~ 'Rb° FNJO RIPNRAP APRON
ENTRANCEfIXRNSTRUC710N '`I I . ' ¦ X240- ~ - ~ ~ ~ ~ _ 0
q q i . TEMPORARY DIVERSION " ~ ~ / ` j 9 ~ i ~2 ~ ~ ~ ~ _ 7 7 9 - - . ~ p ~ }
r~ TD DITCH . ' ~ ¦ " ~ ~ ~ ~3' ; ~ ~ _ _ PHA SE 7 MANHOLE r~ 1 ~i / SAN. SEWER PIPE
PHA E 7 ~ ~ ~ - _ Y / ~~tr~sw
_SF-SF-- SILT FENCE , ~ I ~ I ~ ~ WATER MA/N
TEMPORARY SEDIMENT TRAP . / ~ ' ~ / > ~ ~
RST*' - " ~ " s ¦ 1.1.8 _ . - 1_.0.4 ~ _ i,., PHASE ,3 w W- AND VALVE 20' EASEMENT (UNLESS O1H£RWiSE SPECIf/£O)
. .I ' - ~ ~ HYIMANT y
~ ~ ~P~~o~c~, 738 Nk ~ 72 p ~ _ - -z~- - -a ~ T5T HEADWALL ~ r, i ~ 1 i _ ..~.OS 1 ~M r._ HORIZONTAL PIPE ~q~~j l , 2L~ ~ ¦ / ~q ~ - ~ ' T5T#9 ~ ' . i Z , • I
I ~ ~ eiow o~ vuvE
1 ~;t -~40- ~ ~i
N ~5~., '
INLET PROTECTION I ` ~ ~ . / ~ ~ ~ \ ~ r - _
r ~ NEUSE RIbER - - - _ - - _
r - _._.I__. - ~ 50'BUFfFR
l~ ~ ~ ~ _ , ~ ' ~ LEL£L SPREADER
SQ i
736 725 ~ I / ~ 116 ~ 706 ~ ~ . r - ~ ¦ N\ ' i
~ . TEMPORARY SEDIMENT TRAP SCHEDULE
I ¦
'~3 126 ~ i o ' ~~15 ~ ~ , ~ i } : ~ 79- ~ ~ owuNAGE DISTURBED RE4UIRED
~~J 4 ~ AREA AREI? X110 SPILLWAY REQUIRED SURFACE
\ '~lSTURBED ~ , ~ ~ ~ ~ / BASIN NO• (ACRES) (ACRES) (CFS) BASIN DIMENSIONS LENGTH VOL. (CF) AREA
r ~ rt ~ ¦ #1 0.45 0.45 1.6 19.0 X 38.0 X 2.00 4 810 708
LlMlTS. ~ • r \ - -
~ 1.72 1.2 8.0 30.0 X 120.0 X 2.00 6 2160 3506 NOTE 1
108 i I ~ ~ ~ 0•~ 0.6 2.8 25.0 X 50.0 X 2.00 4 1080 1208
RISER BASIN ~2 - . r ~ ~~4 i ~ ~ 7$ ~ #4 0.79 0.7 2.7 25.0 X 50.0 X 2.00 4 1260 1186
TOP OF BERM = 232.0 _ , ~ ~ ~ STUBBED i I ~so w aar e SEE DETAIL SHEET - ~ _ I r' L/ S ~ . I I t
f~; ~ao\ ~ ~ / X #5 2.88 2 13.8 62.0 X 100.0 X 2.00 8 3600 6023 NOTE 1
~TST#10 SHALL 3E INSTALLED - ~ ~ ~ \ ~ ~ ~ ~ , ~/6 1.45 0.20 7.6 41.0 X 82.0 X 2.00 6 360 3293 NOTE 1
¦ ~ #7 0.82 0.3 2.2 72.0 X 44.0 X 2.00 4 540 962
IN PHASE 2 AIVD MAINTAINED ~ ~ ~ ' ~ _ . ¦ ~7 - #8 3.13 1 14.1 56.0 X 112.0 X 2.00 10 1800 6142 NOTE 1
THROUGH PHASE 3 - # s ' \ \ ~ O9 . ,3~i I ~ " " ~ ~ - ' " ~ #9 0.66 0.32 1.9 22.0 X 44.0 X 2.00 4 576 824
- ~ A _ - _ ~ #1U 12.2 1.7 23.2 74.0 X 144.0 X 6.00 RISER 3060 10110
#11 1.24 0.30 6.4 38.0 X 76.0 X 2.00 6 540 2786 NOTE 1
1 ~ I #12 4.51 0.63 18.5 64.0 X 128.0 X 2.00 12 1134 8063 NOTE 1
76'', . j' ~ i #13 4.79 1.04 22.8 71.0 X 142.0 X 2.00 12 1872 9915 NOTE 1
S _ I ~ . ~ i
NCGS NORTH _ - _ . _ _ - ' ~ , j \
83 131 i ~ > >i' 7 71' 1,,1 ¦ ~ ~ ~ ~ ~ ~ NOTE 1-SIB BASED ON FINAL SYSTEM FLOW
~ • ~ ~
~ 130
s ~
f ~ 5 ~ ~
~ ~
1
/ I i' 30' PERIMETER
~ ~ ~J _ ~ -(~j~ BUFFER EASEMENT
i ~
. . ~ ~ !I '
/ ~ / '
-74 / i'

r /Larr ,IF~i~~aM~ ..aa ~1~~oA ~~~r~ J~
- ' 6}~ ~ ~ISTURBE , , , - - - - - 2so_
_ . I 165 ~ O ~ ~iMi rs ~ ~ . _ _ _ _ - -
. ~ , 6,~ 67 6 69 7P1 71 72 . - i
0.
TEMP. 18" CMP BARREL 100 LF ~ 3.0 9 ; ' 7,3 73 ~
. lNV IN = 222.00 /NV OUT = 219.00 ~ ~ i p ' SEE SHEET 5 FOR NOTES, CONSTRUCTION
DOWN STREAM DRAINAGE SYSTEM MUST BE i - - _ ry ~ ! SE~UENCE~ AND DISTURBED AREA
- INSTALLED INITIALLY PRIOR TO UPSTREAM / /
i ~
- . ~ DISTURBANCE FROM FES-10 UP TO MANHOLE . _ - -
~SrRM-4 /NCLUDING OUTLET PROTECTION. ~ / GRAPHIC SCALE
~ < I~ ~
' j - -r
j ~ C IN FEET )
~ ~ 1 inch = 60 tt.
~~l ~ ~ ~ 1
3 1 ~
1 ~
PI 30'PERlMETER / ~
Q~, BUFFER EASEMENT-, ~ ~Oi ~ . i r ~ H CARO N'w g,~ i a . - ~ , p~~ -.>,~/y $ 'S~'i_~~~ Engineers
~ _ i i ~ "A EESS/py' .ti ~ JIM. ~o~ s..~ s«„a s~. euo ~.u. or N.we Ica. Planners
I ~ /f~ 1 9 since cr..naw, x.c. zrase ~e~ie, x.c. ztata
~ \ L ? / ~I ~S9,~EAyL~ a 1918 (25Y) 75E-{195 (91Y) 848-35{7 $Ul'V03'OTS
j ~ 5 , ; ; ~rf;l A S E - 3'EROSION COlOL PLAN I ~ . WT`fY 1' ~ \ l i LYNDALE DEVELOPERS, LLC
~ . \ ~ y*~L!'X`~` LYNDALE SUBDIVISION
EROSION CONTRO L PLAN DATE
CLAYTON, NORTH CAROLINA
SURVEY JS DRAFT RVM SCALE PROJECT NO. SHEET
si N Sc CHECK ,p 1 " = 50' 24358 7

D LEGEN RR#1 RR~2 x
" control Measures - - - - _ Erosion _ . Q ds = 8.0 ds Q dsi ; 14.2 ds a ~ ~ s 1.2586 PROPOSED EXISTING
All work will be done in accordance with. NCDENR. - ' - " " " 1. D ItICllee 15' D Inct~ea ° 18' EDGE OF PAVEMENT
Na land disturbing activity beyond that required _ _ ~ ~ . N = 0.031 N = 0.031
to install the a ra riote erosion control measures may - - - ~ - PP P ' Ot~llet Velodht = 5.3 ~ Ottllet Velodyl a gs ~ STORM SEWER PIPE
roceed until measures ore approved by the State of North Carolina. ' ' i ~ ~ Zone a 1 Zone ¦ 1 ~ CATCH 9ASIN OR
droina a culverts, ~ ~ ~ - - _ 2, Following site clearing, all sediment basins, storm g - - ~ • ~ Tnt _ 1r T _ 17' ~ YARD INLET
t Tro s and Pi a inlet { - ~ ~ , and structures shall be installed. Rock inlet Sedimen p P , ' ~ D50 : 3" D50 ' 3' _ ~ A o FLARED END SECTION . 1 stone - A none o
droina a structures to collect surface . Protection shah be placed around al! g _ ~ ~ g AND RIP RAP APRON • Lenptlt - 5 Lenptfl 5
runoff and control siltation and release water of a gradual rate. All ~ ~ ~ ~ e storm i es are installed ~ \ . „ easements outside the paved areas whet pp ; / ~ , ' ~ • + Width = 4' Width a 4.S ~ MANHOLE Q - \
will be raded seeded and mulch / , - ~ ` ,
. ~ ~ SAN, SEWER PIPE ~ , ,
; se laced on them for -i A \ ~ . ~ 3, Streets shall have stone p / • WATER MAIN
. ~ • eded to stabr'lize the ~ ~ ~ ~ > stabilization and shoulders shall be se 1 1 ~ ~ ~ , ~ W W- AND VALVE
soil. Seed bed preparation shall be conducted occordfig to North / ; ~ ? ~ „ .x • 20' EASEMENT UNLESS OTHERWISE SPECIFIE
ons ortotiort Standard S ec,Fcotions for / i i~. ` ` . li 0 artment of Tr P r . ~,F 1 Caro n a ep ~ ; ~ ~ .
D.O.T.. The round surface shall be i ~ / ~r j' Roods and Structures ( g r ~ % ~ 1 i e rode stakes and / i / ~r 'a • ' cleared of stumps, stones, roots, cables, wr , g / , . : , ; / / • ~ - ~ $ HYDRANT t ~ ,
Cher materials that mr ht hinder ro erg g, 9 - ~ ~ , ` ~ , HCa NoR1?i - \ ~ NAD B3
e t maintenance o eratians. Grades on the area ~ i' ~ ; ' / • / seedin or subs uen p i / ~ ~ ~ ~ ~ . \ . _ ~
to be seeded shall be maintained in a true and even condition. f ; / : - , , 1 ~ l • , e its to reviousl /i % % ! ~ ~ 1 ! ~ , f • ' t nce shall include on necessar r a y ~ r Morn ena y Y P A ~ ; \ - , Z~ . . ` \ ~
1 tilled to a i % ' ` RR ~2 • + raded areas. All raded areas shall be thorough y ~ # ; \ , 9 9 % / \ ~ - I , BLOW OFF VALVE . ~ \ I
'skin harrowin Y~ ~ flit ' ~ ~ ! ~ ~ de th of at feast four 4 inches by plowing, di q, g, ~ ~ pf
or other a roved methods until the condition of the soil is ~ ~ ~Mq~ / ~ ~ ~ ~ 1 PP ! re such that hi h ~ ~ ~ ~ ' ' ~ \ \ • ~ \ _ ~ t r /
acceptable. On sites where soil conditions a 9 ~;1~,;,_ , ~ ~ , in ~ ~ \ ~ .R VER t and excessive cam action cause difficult in gett g r \ ~ N~USE ~ cloy con ten p Y 1 ~ , r , . \ CONTOUR 69 1SE,RIVER BASIN \ , ~ - -
clods and lum s effective! pulvenzed, the Contractor shall use ~ ~ ` ' P Y , , ~ m \ \ RIPARIAN• BUf r 1 \ ARIAN~. BUFFER';(5) ~ ! r ' \ ' - a i- NEUSE RIVER - - - - - -
until the mrxrn of the soil is ~ the rotary tillage machinery g ~ J ~ ; , . \ a . ~ FFER ~ ~ 50 BU
r than 1 1 2 inches ~ ~ ~ acce table and no clods or clumps remain large / _ ~ ~ ~ , P ~ \ ~ ~ /
fi and cam act seed bed is re uired and after / ~ \ ~ • ! ~ 4 ~ • in diameter. A rm p q TST 5 ~ , ~ ~ bein graded, the seed bed shall be lightly compacted with a land ~ ~ ~ \ - - . • ! I \ ` _ ~ LEVEL SPREADER
efore and after seedin . - ` ~ • roller, such as o cultrpacker, b 9 G~ ; 1 ~ , ~ ` \ ' A' 1 1 ~
Limestone shall be dolomitic a riculture ground limestone ~ \ • ~ ~ ~ T MPaR,ARY~. GR I/EL, 40x5 E \
le s than 10 ercent ma nesium oxide. Lime shall ~ ~ ` •i containing not s p g ~ ~ ~ • r ~ ~ , be uniformly applied at the rate of 2 tons per acre. Fertilize ~ • ~ , \ ~ ~ ~ • ,
shad be uniformly applied at a rate of 500 pounds per acre of ~1 ~ ~ it ~ ' _ . . . C NS RUG T10N ENT ANG1 E Ell! T ; ~ ~ ` , . P
`:C , f0-20-20 analysis, The fertilizer shall be incorporated into the / ~ ' ~ 1 \ ~ ~ ~ , ~ ~ , ~ ~
seed bed ust riot to the ~ ! ~ ~ ` ~ u er three or four inches of prepared / p i ~ , PP , e anon but in no case shall it be a lied more ~ - - ~ last tillag open PP ^ • \ ~ , 1 \N
sed ~ _ \ , than three days prior to seeding. Fertilizer shall be u ~ ~ ~ ~ ; GRAVEL INLET PROTECTION \ / \ \ ~ I \ ; ~
'mmediatel after deliver or stored in a manner that will not ~ ~ \ \ ~ ~ , i Y Y I , . \ \ ~
or destro its effectiveness, ~ ' ' • ~ ~ ~ permit rt to harden y ~ ~ 1 ~ ~ ~ . i I ~ \ i \ 1 1 s ,
When hydroseeding equipment is used for seeding, fertilizer - - _ \ \ . , \ ~ , 18 x 8 6 ALUMINUM ~ PORARY coNSTRUCTION
ith seed usin the above rates ~ - - d~ ` STRI shah be applied simultaneously w 9 ~ ~ \ , DIS REED - ~ ~ STRUCTURAL PLATE ARCH ~ ; - / ~ ' ~ - ~ ENTRANCEIEXIT
ed ~ ~ ' f' \ of a licotion, Seed shah be certified seed or equivalent bas ~ _ ~ , PP \ t \ 115 ~ IMJTS ~ ~ / ' ~ ' ~ \ 115.5 LF W MODULAR ~ 4? \
o th arolina Seed !m rovement Association requirements for ~ .i' ~ on N r G p ~ ~ \ I ed shall be furnished in seated standard '1 , - \ ~ ~ • Al se ~ ~ r• certification. ~ ~ • ~ BLO~ ' . \ ~ TO TEMPORARY DIVERSION BLOCK WINGWALLS ~ . ~ oITCH
' e Seed which has become wet, moldy, or otherwis ~ - - contain rs, ~ $ ~ ~ ~
shall _ . - \ SEF damaged prior to seeding will not be acceptable. Seeding ~ , SEE DETAILS ~ ~ ; \ ' \ ' .l -F ~ , t / ; I t / \ \ .-gF S SILT FENCE
ith hand lancers ower-drawn lancers, hand ' % ~ : , ~ . - ~ ~ ~ ~ be accnmplrshed w p . p P \ , he f llowin rates: ' • / ~ ~ . _ \ ~ ~ , ~ ~ N / \ ~
ackers or h droseedin a ui ment at t o g _ \ = P Y 9 9 P ~ ~ \ . \ ~ - ^ ~ ~ ~ / ~ \ Y DIMENT TRAP ! o I~?' ~ \ TEMPORAR SE , 1 \
' d ' a e easements and shoulders \ ' , Seed Bed Pre oration (Offsite rain g ~ 1 _ _ . . '
on public streets): ' ~ _ li ~ 1 \ \
' ~ / ~l ~ r ~ - r acre / - 1 ` / ~ \ RIP RAP APRON (RR#)
Lime 2 tons pe , ,1 i ~ . - ~ .
Fertilizer 10-20-20 - 500 pounds per acre . ~ ~ - ~ - . , ` \ , ;WETLANDS ' =mow.- ••'t ~ t ~
Seedin Mix#ure: ~ \ ~ g ~ DISTUR ED •1. ~ i _ ' ~ ~ 1 I HEAD WALL
- 31 ~ ~ ,LIMIT (January 1 March ) ~ ~ ~ • . ~
~ ~ , a toss unhulled - 20 pounds per acre 1 00 ~ ~ - . _ Common Bermud ) ~ - ti - ~ • ~ HORIZONTAL PIPE
1 . ? \ ~ _ ~ . , , • • • . ' ~ INLET PROTECTION
/ . _ . (P Y ) - ~ ~
r' r 1r r ~ if i0 Ifff~tf.. _ _ _ / f ~ - - - ~ • - ontrol Pro vrsions~ - - dimenta Lion C rosron And Se E
- ds er acre :I ~ ; Common bermudagrass (hulled 15 poun p 1, I . • ~ 1 - 5 ounds er acre . i'~ • ~ ' ~ ~ ~ RR~1 - ~ •
Weeping Lovegrass P P ~ ~ / _ Cenci ede - 8 pounds per acre t / , / _ _ - ~ 1. ROCK INLET SEDIMENT TRAP TO BE INSTALLED ,4ROUND EACH CA TCH BASIN
_ _ ~ ~ l ~ , ~ ~ AND DROP INLET AND ALL LOCATIONS INDICATED ON PLANS. - ~ ~ \
- r 31 1 ~ / ~ . ¦ fit 1ig• (August 1 Oecembe ) • 1 ~ N ~ ¦ . • - i• - - ti. \ ,i \ _ _ _ : , , \ ~ . 2. AREAS TO BE PERMANENRY SEEDED INCLUDE STREET
_ ~ ~ ~ ~ \ SHOULDERS, DRAINAGE EASEMENTS
Common Bermuda grass (unhulled) 15 pounds per care ~ I ~ , ? • ~ t + t6+00 Tall Fescue - 120 pounds per acre ~ ~ ~ / pp •i6+00 ' ~ ~ AND ALL DISTURBED AREAS.
- 8 ounds per acre ~ ~ ~ . ~ ~ Centipede P ~ ~0 ~ / / ~ _ ~ - f0- - Z , ~ - ~ -
1 ~ ~ I - - _ t. , : i f ~ 11 STOCKPILE TOPSOIL FOR USE IN BUILDING SHOULDERS AND LANDSCAPING, •:i _
Seed Bed Protection: r , / . ~ i ~ ~ v . / ~ i * - _ - - / - ~ ~ ; ~ ~ ALL R!P RAP SHALL HAVE FILTER CLOTH
/ / , Straw Mulch - 2 tons per acre (visual) ~ ~ _ ~ ' . D R NER ALL BE INSTALLED IN THE QUANTITY - - - - ! - J ~ , I UN E U ,AND SH
shalt Tack - 0.03 allons per square yard 1. / : - _,L _ , \ 3 _ - ~ AND LOCATION INDICATED ON PLAN. T T,~. ST 4 #
c~ rY u l , : OHE MIT ,1-f-.a, try ~r.t _ - 1 I 'ip..,..-~-TD"'`• - " . 5. ADDI AONAL EROSION CONTROL MEASURES SHALL BE ' ` . t - - - ~ ~ ~ ~ / INSTALLED AS REQUIRED BY CITY ENGINEER.
4. Seed or otherwise rovide ground cover devices or structures _ , . - ~ ~ ~ f~1E / ~ M ~ _ !-ili_!f~-~.~- osed s/o es within 15 "r ' E • OHE l .,~-try' .
sufficient to restrain erosion far all exp P pICA ~ ~i - se L OHE"" E - workin da or 30 calendar days of completion of any pha / ~ E _ _ - _ E--_ OHf - - ~ ~ E ~ / \ - - 6. MINIMIZE CLEARING.
y' - of grading. •t; ~ ~ ~ p / j~~ ~ ~ ~ _ • ONE OHE ~ ~fi~-- ~OF1E ;x , ~
mentotion control devices shall be j ' : • ~ ~ 5. Aii erosion and sedi ; ~ , . , (1 D / ~ - J. NO PERSON SHALL INITIATE LAND DISTURBING ACTIVITY PRIOR TO
S T eted b the Contractor after each rainfall. When ; , ~ . ~ . • - i ~ ~ ~ • ~ • ' ! RECEIPT OF NCDENR EROSION CONTROL PLAN APPROVAL, PROVIDE
ta be reduced to 50~' of design !r ; : LI j~ ~ ~ / ; i inspection reveals the trap / ~ x , , ; , ~ ~ ~ ~ ~ ! ~ i COPY OF APPROVAL TO TOWN OF CLAYTON. i i .T.
d d ~ ~ ~ ~ ~1 ice to be deficient rn its inten e / , , capacity or the dev 1 - ~ / / j1 the / ~ . / - / purpose such as fabric deterroratron for silt lences ; , ` , / ~ ~ ~i ~ ~ ' - ~ t 8, 20 X 50' X 6 THICK COARSE AGGREGATE STONE PAD TO BE
) . ~ ~ SILT FENCE Contractor shall restore the device to its original ~ ~ i i T FENCE er ~II'~~ ~ I ~ - T C STRUCTION ENTRANCE. ~ ~ ~ ~ ~ M p`~ ~ . ~ • ~ PROVIDED A ON
condition, ~ i ; 1~ f _ ~ ~ OUTLET OUTLE \ - - I ~ , . - ~ 9, SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES
tr 1 devices shall remark r ~ ~ ~ ~ ~ ; - s - ' ~ ' " ~ _ ~ SUFFICIENT TO RESTRA/N EROSION FOR ALL EXPOSED SLOPES WITHIN ~
All erosion and sedrmentatron con o ~ ~ , , ~ ~ • ll ~ e maintained b fhe Contractor until a , rn place and b Y - ~ ~ - , , . _ - f 1 15 WORKING DAYS OR 30 CALENDAR DAYS OF COMPLETION OF ANY
construction areas have been ~ ~ : ~ , i f ~ • seeding rs established and r - ~ ~ PHASE OF GRADING. ,
' / ~ stabilized. ' ~ ~ ` ~ r~ . r ~ ~ ~ : ~ ~ ~ \ I _ ~ ~ ~ A N AS NEEDED ALL EROSION ~ QlSTURBED 10. CONTRACTOR SHALL INSPECT AND MA1NT 1
~ / , ~ ~1 r ~ / • ~ • • ~ - CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR
/ ~ i ~ • ! LlMI TS PALL EROSION CONTROL DEVICES IN ~ I ! STORM EVENT, FAILURE TO KEE
r ; ~ ~ ~ . :i r ~,)iL+ I ~ ~ , . - • ' ~ t ' ~ ' - - - { - PROPER WORKING ORDER MAY RESULT 1N A STOP WORK ORDER OR # ~ ~ .
I r _ ~ ! ~ CIVIL PENALTIES UP TO ,5000,00 PER DAY OF VIOLATION,
. ~ ~ ~ ! 11. CITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL
~ • ~ - 1 ! ~ HE PLAN OR 1 TS " ~ - . _ _ ~ ~ EROSION CONTROL MEASURES SHOULD T
~ ~ \ ~ " ° - I IMPLEMENTATION PROVE TO BE INADEQUATE,
R ~ _ M T • ~ ~i i ~ \ ^ , ~ 12. INSTALL PIPE INLET PROTECTION AT ALL PIPE INLETS,
. ~ . \ ; ~ ~ - ~ ' . PHC-. N PEP. ti \ ~ i I
REQUIRED ~ ~ ; DRAINAGE DISTURBED - , ~ , W ~ - J TH F~ ~V C TOTAL DISTURBED AREA ¦ 23.8 ACRES
SPILLWAY REQUIRED SURFACE ~ _ . AREA AREA Q ~ ~ W . ~ 'N,'Ntlrh,9
~ - ; N A X91 ~ - . _ . ,
BASIN DIMENSIONS LENGTH VOL. (CF) AREA , BASIN N0. ACRES) (ACRES) (CFS) ( ~ F ~ ~ , • - ~ , GRAPHIC SCALE
708 ~ 4 1.6 19.0 X 38.0 X 2.00 4 810 _ _ _ ~ #1 0.45 0. 5 ~ 1 ~ j sn o ss sa ioo zoa
N TE 1 ~ X 2.00 6 2160 3506 0 • _ #2 1.72 1,2 8.0 30.0 X 120 0 _ S`TUR E
1208 ~ ~ ~ - 2.8 25.0 X 50.0 X 2.00 4 1080 _ LI TS ~ ,
#3 0,88 0.6 - 1260 1186 ~ [N FEET ` I ~ )
4 0.79 0.7 2.7 25.0 X 50.0 X 2.00 . _ _ _ - #4 _ . \ I . ~ ! = 50 tt, _ ~ ~ 1 inch
X 2.00 8 3600 6023 NOTE 1 z ~ _ . . #5 2.88 2 13.8 62.0 X 100 0 _ \ • 1~ / ~ - ~ ,P~ 'a _ SILT FENCE ~ • c ate , .
X 2.00 6 3293 NOTE 1 • 5 0,20 7.6 41.0 X 82.0 ~ - - . - ~ 1 ~ ~ ~oa~~ ,r,,'~..., Engineers
4 540 962 - ~ \ \ ~ _ • - DU TLET ~ ~ , _ _ ~ ' , ~ ! ~ ~ f,~ o ~ • 107 Beast Secoad St. 8410 Palle Of Neu,e Rd, planners
.82 0.3 2.2 22.0 X 44.0 X 2.00 , #7 0 ~ doe- . _ . . ' ( ~ 1 ~ ~ F ~ x ' e .C. 27858 ~ Y ~ Since Greea+nll , N Raleigh, N.C. 27815
2. 10 1800 6142 NOTE 1 _ , ~ _ - . .13 1 14.1 56.0 X 112.0 X 00 . \ ~ , _ , _ #8 3 . ~ \ ~ ~ ~ ~ ~ 1618 [phone] [phone] S11rVey0rS ! ~ 6J~~•'1' ~
22.0 X 44.0 X 2.00 4 576 824 ~ ~ . ~ ~ • ` , #9 0.66 0.32 1.9 _ ~ , _ p ~ ` ` ~ ` ! '1 a E" ~^w. ' a _ ~ •.~1e,;,t~ 4a~~~°~~' LYNDALE DEVELOPERS, LLC
\ \ T ~ - 74.0 X 144.0 X 6.00 RISER 3060 10110 - - ~ r.:: ~ : . I ! ~ ~t ~ ~ ~y~~'a~0wc~ptl+ ~s
#10 12.2 1.7 23.2 ' ~ . , . ~ ! E SUBDIVISION - r" , L YNDAL . ~ ~ i
2786 NOTE 1 - - ~...:;;''v .30 6.4 38.0 X 76.0 X 2.00 6 540 ~ ~ _ ~ _ #11 1.24 0 _ -a ;c 1 ~ ~ , PHASE 1-
_ ~ e . n v .non v n nn ~ ~ 4 4'2A RI1R3 Nf71F ~ ~ '1. - i ~ w w w~ w• i A ~ 1 T I'1 I A/ A A/
#12 4.51 U.b3 18.0 oq.u n ico.v n c.w A~ I _ I DATE Z _ CHUSIUN C:UNI MUD rLHw
#13 4.79 1.04 22.8 71.0 X 142.0 X 2.00 12 1872 9915 NOTE 1 ~ ~ • , \ ~ ` ~ , CLAYTON, NORTH CAROLINA
AN tt,P,.,A-.RT 1 OF 2) SURVEY JS DRAFT RVIII SCALE PROJECT NO. SHEET
P H NOTE 1 -SIZE BASED ON FINAL SYSTEM FLOW ASE - 1 EROSION COl1/TFTOL PLAN ( DESIGN CHECK JP 1 " = 50' 24358

~ ~
f; ~ r i ~ i i ~
•
LEGEND ~p.~ r~~r 'i. ~ /ii ~~~..-sF - ,Exrs aznv~ war aRO~cnor+ ' ,r-, r ~rr ~ ;
EXIS ~ ~ . TING C/ TY ~ : ~ GEND
LIMIT / I . LE • i ~ r ~ ~ •
T ~.1 / ~~'T ~ TYPICAL - ~ • .
~ . ~ ~ p E EXISTING PRO OS D i ~
0; 9 EDGE OF PAVEMENT
N ~va~v coHS,~ucnor+ ~ 25 rs r#13 _ - - ~.rnuNC~r • 1 S.TU D : • ,
• I: ~ ~ STORM SEWER PIPE
1 ,1 • L1~11 ~ ~ . ~ ~ CATCH BASIN OR li , r ~ ~ ?
TD''~ TEMPORARY DIVERSION ~ \ ~ ~ ~ ~ i • •.1 ~ YARD INLET i;~ .
- ~ • ; ~ • ~ " o° FLARED END SECTION
/ , r • ~ • : ; ~ ~ ' ~ ' ~ ~ i , ~ l AND RIP RAP APRON I ~ ~ . r . 1,
_gp-$F ~ SILT FENCE t . ~ ! ~ ~ r -'r , MANHOLE Q
I . ~ ~ SAN. SEWER PIPE
ku s ~ T~~ RARY SEDIMEN~7RAP ~ / i 26.' ~ . fr ~ , _ ~ i
~ ~ f WATER MAfN I~ ~ , ~ i ~ ~ i r
RIP RAP APRON (~1 ~ ( ~ '.r , ' ' i W W- AND VALVE ' . r 1' ;
~ ' ~ ~ ;I ~ ~ 20' EASEMENT UNLESS OTHERWISE SPECIFIED)
I ' ~ ~ x ~ # ~ ~ t •~I \ i,
. T' # i r HYDRANT • 1 ~ J j i ' ~ ~ '
, . I ~ ~ I ~ TTT ,
HORIZONUL PIPE / i t /i ~ • 5 I 1 ~ i
r, ' H ~SD ~TM ~ INLET PROTEC710N / ~ ~ ~ \II\ :1. , r : i
. 1~ ' ~ • ~ I i ~ BLOW OFF VALVE
~!j i ~ / ' ~ ~ ~ PERMANE i~ j % / ~ 1 ° ~ PROTECT/ i ~ - /~1... / 2~ ~ J Y~`... r' 36'x12 x2 ' ~ ~ N . RlP RAP i o~ i ~ N ~ 'ERMANEN T OUTLET ' . ; , ~ , ~ I ,.p . ~ i \
r. + ~ 1 i ~ . ~ 1. t ~
i , ,f • ~ ~ CONTOUR 69 • .t
36x12 x24 CLASS 1 .1, . ~ .t , ~ . 1 - ,.V _
. 1`~~''~ ~ ~ NEUSERIVER ~IP RAP DISSIPA TOR 1 , . , , , ; _ . ~ • ' i 50' BUFFER ~ ~
,~'RR ~
- • ~ ~ LEVEL SPREADER
TEMPORARY SEDIMENT TRAP SCHEDULE j ~ ~ _ - .i. - _ `j - ~ i

~ \ . I ~ S ~ -
DRAINAGE DISTURBED ~o REQUIRES ,/j ~ j ' / , 2~ ~ i a f . ~ ~ - ~ _ ~ pREq AREA Q SPILLWAY REQUIRED SURFACE / r, / / , of s .1 ~ _ • ~ l
. . ~ _ ~
BASIN NO. (ACRES) (ACRES) (CFS) BASIN DIMENSIONS LENGTH VOL (CF) AREA ~ / - - ~ ~ ; • .°j - K ~ / q. 4 i.. - ,
#1 0.45 0.45 1.6 19.0 X 38.0 X 2.00 4 810 708 ~ \
#2 1.72 1.2 8.0 30.0 X 120.0 X 2.00 6 2160 3506 NOTE 1 ~ O : ! ~ . 2 #3 0.88 0.6 2.8 25.0 X 50.0 X 2.00 4 1080 1208 ,
. - 1. ~ _ _ _ -
#4 0.79 0.7 2.7 25.0 X 50.0 X 2.00 4 1260 1186 ~ / / ` ~ ~ : ~ ~ i ~ . { #5 2.88 2 13.8 62.0 X 100.0 X 2.00 8 3600 6023 N07E 1 _ / ~ / : , ' ~ L1MlTS~ . - b ~ . .
48 RCP CULVERT ..r- - ~ - ~ - ~ - _
~6 1.45 0.20 7.6 41.0 X 82.0 X 2.00 6 360 3293 NOTE ~ _ i ~ ~ ' l } e - w/ MO #7 0.82 0.3 2.2 22.0 X 44.0 X 2.00 4 540 962 ~ . ~ ` / ~ ~ WINGWA W MODULAR BLOCK ~ _ SILT FENCE
- - ~ 1 WINGWALLS SEE DETAILS q - _ -OUTLET -
#8 3.13 1 14.1 56.0 X 112.0 X 2.00 10 1800 6142 NOTE 1 - / " ®r. zoo, _ : 1.
- - _ - _ l - - ti.. - ~ i' 1 ~ i - ~ i \ \
#9 0.66 0.32 1.9 22.0 X 44.0 X 2.00 4 576 824 / ' / ~ , i` ~ ~ ~ * - - . - - - -
#10 12.2 1.7 23.2 74.0 X 144.0 X 6.00 RISER 3060 10110 - ~ ~ ~ r... _ ~ #11 1.24 0.30 6.4 38.0 X 76.0 X 2.00 6 540 2786 N07E 1 i f ~ ( % #12 4.51 0.63 18.5 64.0 X 128.0 X 2.00 12 1134 8063 N07E 1 _ ~ / ,:32 4 ~ 1 t - _ 1
. , ~n. ~ ,
' ~ i ¦ . -
#13 4.79 1.04 22.8 71.0 X 142.0 X 2.00 17 1872 9915 NOTE 1 - ~ ~ ~ ~ ~ ~
~ ~ 1
.~i- ~ o~ ' _ ~ ~ i;- _ ~
NOTE 1 -SIZE BASED ON FINAL SYSTEM FLOW / ~ ' ' s I %~I ~ E L D ~ : rT ~
r. ~ - i ~-1
I
_ ~ ~ :i , - _ _ M,' ~ _ i ~ I ~ ti ~ ~ ~ ~
_ i ~ -
= 1 I i / ~ X00 - _ I ~ t ~ ~ ~ ~ ~ ~ , . ~ ~ i ~ / ~ r~ 1 ~ ~
~ . ~ i A ~ ~ ,
l -
_ p 4 r . '

,x ~ - ¦f is i ~ A • ~ i ,
I ¦ - ' _ _ • / ~ I' i , ~ ~ y. iJ i . 1 w ~ 1,
- - ~ f R '7 n~ar~rrrrr~sY / - I{___TSF 7 ~j~j ~ ? 1 i' , i ~ \ h ~ o t' r i 1 ~ • ~ .

i _ ~ i ~ , ~ i r~ : i ~
. ~ 1 ~ / r~~ wry ~
~ rtr~+ sr~. a ~ 0. ¦.arrrr r®a~R~ r ~ ors .I ~ ~ o ~ ~ ~
~ ~ / m / ~ . _ DISTL MlT3 q~o~ ~ / _ _ j ~ ~ ~ ! w - ~ rr~~~rr~~rr-ar SF: TR-" ~ - ~ .1 -Tp,4- -~-Tp+--, TD •,~•Tp ~ ~r ~
. ~b ~ ,
~ / 7D~ TD TR 1D TDr T~~" TD..-.~..Tp ~ N V ~ \
/ ~ rI ~ ~ti~/ `I I `~'f~ri ~r~~~ar rrrr.fi~ ~~~.Aw ,',D~~ _ ~
~ ~ . i \ \ ~
! l ~ , ~ ~ ~ _ i - - ~ I•• ~
- _ _ _ F SF. ~ ,
~ ~ . ~ ~
i.. .ri~rrrr~r~ rwre~i~ar~i+ws, ~rw', / ~ \ ~ ~ ~ / ~ r? ~ ~ \
~ ~t snw~". r~` ~ ~ ~ ~
- r norrrr ~ ~ , ~ ~ ~
• ~ - ~ ~ ~ ~ ~ ~
;I , 758-- - 159 . - s ~ , s DISTURBED ~ ~ ~ ~ . ~~~rii~ ~ ~
~ . ~ ' ~ ~ 154 755 - ~5E ~ ~ ~ -741 J LIMITS ; ~ M ~ ~ - _ r I ~ ,
~ - I~ ,
~ ~ if . ' i ~ 1 . I ~ -
11 ¦ I'- ~ i ~ -
• ~ . ~ _ . ~ ~ ~ i i - _ _ -
~ ~ II,i l i _
V I I ' 1 ~1 ' it 1 / ~ _ -
i •
. ~ alto oaf fyfff .
r ~ i ~ ~ ~ e ~ ~ Engine rs \7~o°~~wao°~o ~,fji
~~5~~~7 ,eg q •~a • l07 Bast Second St, 8410 YaUe Ot Newe Kd. Planners
RR#3 RR#4 RR#5 RR+Y6 RR~7 B• i~°,q.~ ~ Since Groenville, N.C. 27858 ~~b, N.C, 27816 @ ~ ~ isle (z5z> r5z-41x5 /oiy\ 84s-3347 Surveyors
a d. _ ~.e a. o ~ ,,.2~n o ~ - ~ao~ n~ = e.s~. Qa. - ~~.e~ PHASE - 1 EROS/ON CONTRO Slope 1.36% Sbpe 200% Sbpa 1.15% Sops S.9S% Sbpe ~ 3.72% ~O`f ~ 4
D inches 15" D inches 18' D inelas 24' D ItrJw ~ 7S D inrLSS • 18' r LYNDALE DEI/ELOPERS, LLC ~ •bf ~ r a
N 0.031 N = 0.035 N = 0.035 N ~ 0.010 N 0.095 GRAPHIC SCALE ~ ~ ~ LYNDALE SUBDIVISION ,
Outlet Velodry = 8.t fps OWI&VNodty = BA tpa OWet Vebdly ' 77 fps OWet Valorily ~ 1281ps OdIM Vabdb ~ 17Afps o ~ goo ~ ~ ~t -PHASE 1-
CONSTRUCTION cone 4AXIC _ c L71° ~p = 18' Thidu m = 18'
Thickness SEE SHEET 5 FOR NOTES, Thickness - 12" Thickness - 18', Thinness 18' n D50 - 6• D50 - 6' D50 = 6' D50 = e' SEQUENCE, AND DISTURBED AREA EROSION CONTROL PLAN DATE 0(O
D50 - 3 - - ER FEET CLAYTON, NORTH CAROLINA
Stone = A Stone = B Stone = B Stone = B Stone = B Length = 5' Length = 9' Length = 17 Length = 7.6 Length = 9' 1 inch = 50 M SURVEY JS DRAFT RM SCALE PROJECT NO. SHEET
Width = 4' Width = 4.5' Width = ti Width 4' Width ¦ 4.5 DESIGN sc HE f 1 " = 50' 24358 5A

N LEGEND
TEMPORARY SEDIMENT TRAP SCHEDULE
DRAINAGE DISTURBED I~REp RR#8 RR#9 RR#10 PROPOSED EXISANG
ACE Q ~ = 28 of: Q Ch = 4.0 d= Q df = 40.3 0l: EDGE OF PAVEMENT
AREA AREA Q10 SPILLWAY REQWRED SURFACE Slope ~ 294% Slope = 5.59% Slope = 1.64%
BASIN NO. (ACRES) (ACRES) (CFS) BASIN DIMENSIONS LENGTH VOL (CF) AREA ~ D indtae = 15' D inches = 15' D inches = 30" STORM SEWER PIPE p N = 0.035 N = 0.035 N ¦ 0,035 ~ CATCH BASIN OR
#1 0.45 0.45 1.6 19.0 X 38A X 200 4 810 708 ~8 - ? Outld Veloaly - 9.0 ~ Outlet Velodgr 124 ipa Outlet Veioaty = 10.7 ipe ~ YARD INLET
#2 1.72 1.2 8.0 30.0 X 120.0 X 2.00 6 2160 3506 N0 #3 0.88 0.6 2.8 25.0 X 50.0 X 2.00 4 1080 1208 06 NOTE 1 Zone 2 zone = 2 zone = 2 0
TtidQleee = 18' TNdubee = 18" Thidcneee = 18' oo FLARED END SECTION 08 AND RIP RAP APRON
D50 = 6' D50 = 6' D50 = 6'
w ~ g #4 0.79 0.7 2.7 25.0 X 50.0 X 2.00 4 1260 1186 ~ Stone = B Stone = B Stone = B ~ MANHOLE Q
#5 2.88 2 13.8 62.0 X 100.0 X 2.00 8 3600 6023 NO MI6 1.45 0.20 7.6 41.0 X 820 X 200 6 360 3293 N0 #7 0.82 0.3 2.2 72.0 X 44.0 X 2.00 4 540 962 23 NOTE 1 Lenptll 7.5 Lenplh = 7.5 Length 15 SAN. SEWER PIPE
VYidtll = 4' Width = 4' Width = 7.5 93 NOTE 1
WATER MAIN M ~2 W W-' AND VALVE
#8 3.13 1 14.1 56.0 X 112.0 X 200 10 9800 6142 NO #9 0.66 0.32 1.9 22.0 X 44.0 X 2.00 4 576 824 42 NOTE 1 _ 20' EASEMENT (UNLESS OTHERWISE SPECIFIED)
'4 HYDRANT
10
#10 12.2 1.7 23.2 74.0 X 144.0 X 6.00 RISER 3060 10110
#11 1.24 0.30 6.4 38.0 X 76.0 X 2.00 6 540 2786 NO s #12 4.51 0.63 18.5 64.0 X 128.0 X 2.00 12 1134 8063 NO NCGS NORTH ~3 4.79 1.04 22.8 71.0 X 142.0 X 2.00 12 1872 9915 NO NAD 83 66 NOTE 1
~3 NOTE 1
15 NOTE 1 BLOW OFF VALVE
CONTOUR s9
N07E 1-SIB BASED ON FINAL SYSTEM FLOW
NEUSE RIVER - - - - - - -
50' BUFFER
LEVEL SPREADER

PHASE ~ 1 ~ II rr~~.
LIIJ !VIAL
j~ 1:10 ~ ~ ~ ~ ~ ~ 1 754 155, , . _ 1 ~6' , ~ -LIti ~ - ,
MA TCH L /NE -I i
' ~ I ~ -
PHASE 2 i i ~i~ ~ ~ - ~
1 r - I i ~ ~
~ ~ ~
~ I~ . ~ . i
~ 45 I w o ,46 'off I fl GRAVEL INLET PROTECTION
/ ~ ~ ; ' ~
Y ~ a a ~ 1 ' i~ . ~ / i~
~ i TEMPORARY CONSTRUCTION . I
' ~ ~ i 4 ENTRANCElEXIT
/ ~ STD f ~ ` ~ ~ ~ , ' ~ ~ . ~ ~ ~
t : ~ r x.15 7`57 750; ~ ~ ,i. ~ TEMPORARY DIVERSION ~ ~ tD
f , ~ I~ ~ aITCH / ~ ~ . -
1 ° ~ rs l o ; ` a .7'49 ' ~ ~ ~ _~-SF~ SILT FENCE
~ ~ ~ I
~ ~ TEMPORARY SEDIMENT TRAP
)3 T NEUSE Rl DER RR#81 -z-- ~ - ,,gyp • s+ ; s~ ~ ' S ~ ` • , ~ , ~ / ' ~ ~ ST# R ) ~ ~ ~ ~
BASIN R/PARIAN ~ ~ ~ I ,~f' ~ ? \ ? ~ ? r, , ~ ~
BUFFER (50) ~ Qr ~ 52' 1 I . I ! ~ ~ / ~ ; w RIP RAP APRON (RR#) / ~ o0
I o0 0 ~ I ~
. ~ 1 . I
~ ~ V HEAD WALL , ~
. ~ ~ 1 ' 1 ~
I ~ ~ HORIZONTAL PIPE
~ \ ~ i ~ \ \ ~ ~~~s lSTU ~ \ 4~9 50 ~ sic r. FEnic ~ 53 ' ~ r~lMITS IS REED . l TU ~ ~ INLET PROTECTION .r
~I . IMI TS ~ # ~
~ \ < OUTLET ` ~ ~ , . ~
! r ~ ' `
~ ~ ~ ~ ~ DISTURBEp I o4 ~ ~ ~
\ s ~ ~ ` ~ ~ ~
• ~ / ISTURBED
\ ~ \ , ' \ L1MlT~
~s,~ \ I - 1 55 • ~ \ ~ dT
~ ~ ' ~ . .r
' rsr#lo r .
' ~ a RISER BASIN
~ . ? ' , ~ TOP OF BERM = 232.0
L T FENC ~ ~ ~ ~ . SEE DETAIL SHEET ~ ~ ~
- 6 ti ~ ~ ~ ~ ~ - TST 10 SHALL BE INSTALLED
~ ~ ~
- ~ ~ ~ IN PHASE 2 AND MAINTAINED
- ~ THROUGH PHASE 3
~ \ _
" ~ w .i~ _ -art
~ ~
? ~ _
~ ~ ~
WETLANDS i ;.i.. I \ ~ _ SILT F£NGE ~ ~ ~ ~ ~ ~ - ~ . _ . . •
- ~ ~ . ` \ SEE SHEET 5 FOR NOTES, CONSTRUCTION
~ 1if? ~ . _ ~ ~ SEQUENCE, AND DISTURBED AREA
\ - - is `
4 '
~ ~ ~ 11~ - -
~
- / /
~ ~ ~ GRAPHIC SCALE ~ ~ -
~ / ~ 0 ~ ~ 50 0 50 f00 100 2 \ y / 22 41r
r~ . t, ;
. ~ E (IN FEET ) / ~
~ T, ~ / ~ _ ' 1 inch = 50 ft, / ~ r I ,(y / ~',y, '
~ \ DUTC€T T / / 'i l
~t I''. ` _ I~ \ / NEUSE R/VER ASIN' ` ~ _ \ \ ( \
. , ~ . , . I ~ / , , _ _ . - RIPARIAN BUFFER~(50) ~ ~ ~ . N N , ~ ~ p i '
. o RR •~19 ~ ~ ~ ~ . ~
~e,NUNa~,~r •
` ~ at~l C Rai Engineers
" LSS! 'b. q • 107 lia,t second St. 8410 Palle of Neu,e Rd. Planners ~ _ ~ ` Since Greenville, N.C. 27958 Ralei b N.C, 27815 1 1 ~ r is i
' ~ • ~ ~ 1918 - SurVe ors ~ ~ ~ ~ ~ ~ [phone] (918) s4e-sa47 Y I SEAL
~ ~ ' - - ~ 2i~744 VELOPERS LLC
~ TEMP. 18 CMP BARREL 100 LF ~ 3.0 ~ LYNDALE DE , .a
~ _ ~ !NV IN 222.00 INV OUT 219.00 y ,a,•~ LYNDALE U B D
. ~ OW -PHASE 2- . , - _ ~ D N STREAM DRAINAGE SYSTEM MUST BE „ ,
DATE ~~~~0 CLAYTON, NORTH CAROLINA
PHASE-2 EROS/ON CONTROL PLAN LAN ''INSTALLED INITIALLY PRIOR TO UPSTREAM EROS / O N CONTROL P L A N DISTURBANCE FROM FES-f0 UP TO MANHOLE
~ S7RM-4 INCLUDING OUTLET PROTECTION. SURVEY Js DRAFT RW SCALE PROJECT NO. SHEET
~ 1 i~ . I DESIGN 1" = 5024358 x CHECK 6

LEGEND
PROWOSED EX/ST/NC
LEGEND
EDGE OF PAVEMENT
S7ORM SEWER P/P£
GRAVEL INLET PROTECTION ~ CATCH BAS/N OR
~ YARD ML£T ~
I~ - ~ FLARED END SECDON
TEMPORARY CONSiRUCT10N I , ~ I ¦ '-240- ' - ~ - ' I ~ I o ANO RIP RAP APRON

s ~.3
~~o~ - " 739 1 122 i ~ ' .i 779 ,i j. tv DITCH - ~ - ~ - - - - r - ~ _ _ PHA SE 7 ~ MANHOLE Q- + / SAN. SEWER PIPE
117 i ~t ~ 6~ ~ oa ~ - ~ ~ WATER MAIN
-PHA E , ~ ~ ~ r . _ d r~..... i _ _-W ---W- AND ?ALVE
-SF-SF ~ SILT FENCE . , ...~>~Ar TEMPORARY SEDIMENT 7RAP / i'
` ~ ~ A r } ~ ~ ~ PHASE 3 20' EASEMENT (UNLESS OiHERW7SE SPEpREOJ
I'" ~ ~ HYDkAN7
~ 138 ~ 12 R = ~ Zl-8 _ _ 1.0.4 _ . _f _ ~ . e,.. r ~
~ _ s TST; ~ wa w,a ,e,Pr~ .N ~ R ~ _ _ -zso- - - - -a T5T#9 ~ ~ y
i q. ~

~I HEAD VYALL / / ~ ~ ; " • _ \ + w~ T
- ~ E i - _ . f-05 . 1`,0 -uw- ~
HORIZONTAL PIPE ~ 124 ~ p ~ ~qq -7 * ~ ~ j , i,0~. ~ ~
INLET PROTECTION ~ ~ . ' ~ ~ ~ / / ~ ~ a ~ ~ _ l
i~ NEUSE Rll~£R ~ I 50' BUffER - - - - - _ -
~ r , s - r ~ ~ 4 ~ B~'. LE4£L SPREADER
Q . _ i /
UO
p ~ ~ , \ t, ,
136 725 ~ I / ~ 116. 706 ~ M\
~ f , I ~ +r . ~ - .c , TEMPORARY SEDIMENT TRAP SCHEDULE
' ~ ~ ¦
~Y, t 79_ - DRAINAGE DISTURBED REQUIRED
126 0 o ' 1,~5 ' ~ ~ ' i ~ AREA AREA Q10 SPILLWAY RE4UIRE0 SURFACE
~13~5 ' I e. ~ ~ s BASIN NO. (ACRES) (ACRES) (CFS) BASIN DIMENSIONS LENGTH VOL. (CF) AREA
/ #1 0.45 0.45 1.6 19.0 X 38.0 X 2.00 4 810 708
LIMITS. ¦ ~ A ~ t: #2 1.72 1.2 8.0 30.0 X 120.0 X 2.00 6 2160 3506 NOTE 1
TSTJ~10 - _ ~ ~ ~ , ~ f~8 t ~ ~ i._, i , 7$ ~ / / #3 0.88 0.6 2.8 25.0 X 50.0 X 2.00 4 1080 1208
RISER BASIN ~ Z ~ ~ ~ ~ 4 ' ~ ~ t \ #4 0.79 0.7 2.7 25.0 X 50.0 X 2.00 4 1260 1186
TOP OF BERM = 232.0 _y ; ~ ~ ~ STURB~D ~ ~ As w xu e SEE DETAIL SHEET ~ - I ~ ! , LI S , , I I ~ ~ ~~~o\ / / #5 2.88 2 13.8 62.0 X 100.0 X 2.00 8 3600 6023 NOTE 1
~/6 1.45 0.20 7.6 41.0 X 82.0 X 2.00 6 360 3293 NOTE 1
~TST#10 SHALL BE INSTALLED ` ~ ~ ~ ~ #7 0.82 0.3 2.2 22.0 X 44.0 X 2.00 4 540 962
IN PHASE 2 AND MAINTAINED - ~ ~ I ~ , ¦ ~7 ' ' " #8 3.13 1 14.1 56.0 X 112.0 X 2.00 10 1800 6142 NOTE 1
? THROUGH PHASE 3 ; _ , \ \ ~ O9 , ' # ~ I ~ ~ ~ O _ - ' ~R9 0.66 0.32 1.9 22.0 X 44.0 X 2.00 4 576 824
- - } ~ ~ #70 122 1.7 23.2 74.0 X 144.0 X 6.00 RISER 3060 10110
fl ~ i' I } f
A - ~ #11 1.24 0.30 6.4 38.0 X 76.0 X 2.00 6 540 2786 NOTE 1
1 ~ I #12 4.51 0.63 18.5 64.0 X 128.0 X 2.00 12 1134 8063 NOTE 1
wit, • ~ I - ~ I ~ 1~
76'', t ~ ~ #13 4.79 1.04 22.8 71.0 X 142.0 X 2.00 12 1872 9915 NOTE 1
~ ~ ~ S _ _ _
NCGS NORTH - ~ ; k ~ ~2 ~ . i , \ ~ ~ ~ ~ / N07E 1 -SIB BASED ON FINAL SYSTEM FLOW
83 .131 ; ; ~ . `771. 1,1 . ~ ~ \ t ~ ~ , } r
" 130 ; , -
~ ~
' ~94~ ~ r . s \ - -j : Ij f \
~
r; ~ ~
' Y' / ~ I I ~ 30' PERIMETER
-('j~ BUFFER EASEMENT
i _ .
/ ,
/ ~ ~ .~j ~ /
s ~
~ ~ -74 /
. ,
/ r~~~~r yr~~rr rr~~~ r~fii~M~ ~~1i~tia.M ~~~f~~~ r~~r~ ~ i l i i t;
26 l
' _ _
UMIT~
65 ~ 6,6 ~ 67' ~ .69 ~ 7C~ 71 72 , . _ - 73 TEMP. 18" CMP BARREL 100 LF ~ 3.0 9 / / - -
lNV IN = 222.00 /NV OUT = 219.00 i ~ , ' / I' SEE SHEET 5 FOR NOTES, CONSTRUCTION
. ry ~~i, SE~UENCE~ AND DISTURBED AREA
" DOWN STREAM DRAINAGE SYSTEM MUST BE '
- ~ 1NSTALLEO lNITIALL Y PRIOR TO UPSTREAM / / . -_~r j~
DISTURBANCE FROM FES- )0 UP TO MANHOLE - - - - ~ ~ STRM-4 /NCLUDING OUTLET PROTECTION. ~ l
-7----------------~--•`--- GRAPHIC SCALE
o ~ a~
- - \ ~ -
j, ~ C IN FEET )
'~j ~ ~ - ~ ~ ~ ~ 1 ioc6 = 50 fl
~ ~ I
~ ! I
~ I
~ ! ~
Q~ ~ ~ ~ 30' PERIMETER ~ ~ ~ D i ~7 ~ ~
BUFFER EASEMENT-, ~ ~ ~ ~J Dl ! p~SNCARp(~ry, eBOCIa~$B~ Engineers
~ ~ ! ~~A EESSlpy'+y'o ~ im s..~ s.~ooa s~. e~io ?.a. a Nww aa. j ~ ~ ~ since ccesn.m•, t+.c. z7ess p~7e~~p, N.C. E7016 P~8°nere
~ ~ 2 ~ ~ ~I s SEAL late (zsz) osz-uss (ply) ~e-yy~~ Surveyors
~ ~~l A S E - 3 ~'EI~OSION CONTROL PLAN i~ ~ ~ ~ LYNDALE DEVELOPERS, LLC
~ t y~yrp L YNDALE SUBDIVISION
% 5i ~ ~ ' ~ p -PHASE 3-
EROSION CONTROL PLAN DATE oG 2-7-
CLAYTON, NORTH CAROLINA
SURVEY JS DRAFT RVM SCALE PROJECT NO, SHEET
DESIGN Sc CHECK -P 1 " = 50' 24358 7

LEGEND
RR#1 RR#2 N
4 ~ = 8.o c~ Q d>s " 14.2 ~ Exis riNc
fro/ Measures - - - - _ _ _ soon Con , Ero - _ ~ ~a~ PROPOSED Slope = 1.0096 Slope
D IIICIIOt = 15• D 111Che6 ° 18" EDGE OF PAVEMENT
1. All work will be done in accordance with NCDENR. _ _ ; t r wired _ No land disturbing activity beyond tha eq ' N ~ 0.091 N = 0.091
to install the appropriate erosion control measures may • ~ Olldat Velodgl = 5.3 ipe OWet Velodly ° 6.61pe STORM SEWER PIPF Zg10 = ~ Z4ne ¦ 1 ~ CATCH BASIN OR
ntil measures area roved by the State of North Carolina. , ~ _ + , proceed u PP . ` i I , • ThICk1108f ¦ 12' Tlydaneets = 12' ¦ YARD INLET ~
lverts ~ - - 2. Fallowin site clearing, 011 sediment basins, storm drainage cu 1 ~ ~ ~ • g D50 9' o
'sailed. Rock inlet Sediment Traps and Pipe inlet and structures shall be rn t r . _ e A ° FLARED END SECTION . J ${qk - A Stone ° AND RIP RAP APRON , 0 5, L011~11 ~ ~ RAl B
drains a structures to collect surface _ - • , ~ , Protection shall be placed around al! g 1 ; ; . ~ a radual rate. Al ' / ~ / ~ r • ~
siltation and release water at g i - . l runoff and control - , ' / \ , `"`'~..w,,, , (side the aved areas where storm pipes are installed ~ ; / easements ou p ."~-i_,~ , ' •a = a4' Widlh = 4.5' MANHOLE 0 . . ~ ~ Wkllh ~
11 6 raded seeded and mulched. / • , ~ SAN. SEWER PIPE
• ~ WATER MAIN
~ ii/ . \ ~ \'t ~ ti W W - A VE AND V L f'
stone base laced on them for / --Lr. ~ • 3, Streets shall have p /r / 1 stabilize fhe i ' ~ ~ ~
bilization and shoulders shall be seeded to , j•' ; ~ l sta to North ~ • / / ~ ' ,f ` soil. Seed bed preparation shall be conducted accardrng ; . ; i : 1 - , 20' EASEMENT (UNLESS OTHERWISE SPECIFIE } \
or ' / ' i ~ ~ i , ecificahons f ,r v ons ortotion Standard Sp i . ~ - ~ . Carolina De ailment of Tr ~ , HYDRANT \ S
.0. T. the round surface shall be F / ~ ~ , i~, ' ~ 1' , Roods and Structures (D 9 . ode stakes and i . / 1 • • ' t ~ NCGS NORTH
cleared of scum s, stones, roots, cables, wire, gr ~ / ; . ; , ~ , mi ht hinder ro er grading, tillage, / , ; ; ~ ~ ~ ; 0 other materials that g P P / • ' \ ~ Na1D B3
s on the area / , / / , ce o erations. Grade i.. _ • ~ ' ~ seedin or subse vent maintenan p / ; ; ; ; , , / r1 , g q rue and even condition. : ! . , ' / \ ~ ` ~
a t intained in ' ~ r / i. ~ , to be seeded shalt be ma / , i• ; , y ~ 1 + ~ I , reviousl i ~ ~ ~ • 2~~ ~ \ .
Maintenance shall include any necessary repairs top y ~ / L / ~ , a a ~ RR 2 . ~ ~ \ horou hl b • ~ , I raded areas shalt bet g y ~ ; • , 1 ' ~ BLOW OFF VALVE I /
raded areas. At g + ~ + , de th of at least four 4 inches by plowing, disking, harrowing, .i~ p ` ~ ~ ~ \ i . - • \ ~ ; • \ _
.1-- i • a raved methods until the condition of the soil is e$ ~ 1NF~ or other pp \ \ , ~ ! ~ CONTOUR 69
here soil conditions are such that h g : , acce table, On sites w 1 ; ~ ~ \ ~ , \ NEU$E,R~VER P , ASIN ~ \ - JSE RIVER B ~ ~
clo content and excessive compaction cause difficulty in getting 1 , ~ r ~ ~ ; y r ctor shall use T ~ ~ i RIPARIAN. BUf i \ - - NEUSE RIVER - - - - - - - ARIAN•. BUFFER': 5
clods and lumps effectively pulverized, the Canto ~ ~ + ~ ~ ~ ~ , tar tills a machiner until the mixing of the soil is ) ~ , fhe ro y 9 Y ~ i ~ \ , ` ~ \ ~ ~ ~ 50' BUFFER i
acce table and no clods or clumps remain larger than 1 1/2 inches ~ • , , P and after ~ j ~ \ ~ \ ~ ~ w/ VEL SPREADER . I LE 1 \ ~ ,
A firm and cam act seed bed is required TST in diameter. P ~ l _ om acted with a land 6 ' \ ~ . • ~ I ti • \ ~ A ~
seed bed shall be tightly c p ~ + \ , bem raded, fhe 9 9 C 1 before and after seeding. ~ ; , roller, such as a cultipacker, x. ` \ • I ~ ' , ~ _
Imestone shall be dotomitic agriculture ground limestone ~ L ~ ~ 'i . ~ ~ MPr~1R,ARY~. GR l/EL, T ~ 4p x5 E \
shall ' r not less than 10 ercent magnesium oxide. Lime ~ , contain ng P ~ ~ . v + ` \ • • ON EN3 ANGLE E~11 T CANS RUGTI
be uniformly applied at the rate of 2 tons per acre. Fertilizer , i 1 00 ounds er acre of ii1 N ~ ~ ~ •1.... - - ' ~ - - ~ ~ ,
shall be uniformly applied at a rate of 5 p p / ~ `;C \ , tad into the - 0-20 anal sis, The fertilizer shaA be mcorporo / ~ a~P • ~ , 10 2 y I ~ . . • \ \ , ~ ,
' c es of re ared seed bed just prior to the , ' ' _ • u er three or four rn h p P \ , PP 't be a lied more ~ ~ ~ ~ \ • ~ \ 1 \N • \ ; ' GRAVEL INLET PROTECTION
' no case shall i PP I • ! . last tillage operation, but rn I ~ • • d - 1- _ ~ ~ , , \ +P \ ~ , / \ 1 \ ; ~
than three days prior to seeding. Fertilizer shall be use ~ ~ \ ~ \ ediatel after deliver or stored in a manner that will not ` ~ • , / ~ ~ \ ~ i
' it to harden or destro its effectiven ~ ~ 1 . ~ ~ ~ \ ~ ~
~ 18 fertilizer ` 8 ~ ~ • 18 x 8 6 ALUMINUM ~ ~ : ; ; ~ ~ \ \ TEMPORARY CONSTRUCTION - X DIS RB~D -f ~ \ ENTRANCEIEXIT
i ment is used for seeding, ~ p • When hydroseeding equ p ~ . _ STRI ~ _ . ates 1 , 'STRUCTURAL PLATE ARCH . - - / ~ i ~ • I JTS ~ l ~ - ~ i \ ~
e a lied simultaneously with seed, using the above r :l r \ , shall b PP ~ ~ • aced ~ _ Seed shall be certified seed or equivalent b ~ \ ~ i' 115.. of ap Ircatron, \ ~ , 115.5 LF W MODULAR ~ ~ ? i,;r \ I \ ~ 'f0 TEMPORARY DIVERS ON
p irements for - ~ ar lino Seed !m rovement Association requ ~ ~ ~ , on North G a P - \ \ ~ r. BLQ ~ / BLOCK WINGWALLS ~ . : ~ DITCH
• • 1 be furnished in sealed standard 1 ~ ~ ~ i _ certrficatron. Al se ~ ~ \ , mold or otherwise , ~ SEE 1 ~ ~ ~ ~ SEE DETAILS ~ ' \ ~ ,
con tamers, Seed which has become wet, y, • ~ - ~ • • ~ _ all y ~ - ` ~ 1 I dams ed prior to seeding will not be acceptable. Seeding sh ~ • • \ _ F-SF SILT FENCE i~ / S / , I ~
t rs hand ~ be accomplished with hand planters, power-drawn plane : ~ _ _ _ _ , i` ~ _ ~ r i ~ - ~ ~ . ~ \ TEMPORARY SEDIMENT TRAP
ckers or h droseedin equipment at the following rates. ~ , ' ~ _ , , \ ~ , pa Y g ~ \ I
- . ,rST r . ~ \ # ~ _ 1 \
Seed Bed Pre oration Ofisite drainage easements and shoulders _ 1 ` . ' 1~ , P e is ~ \ it on ublic str a - 1. , P ~ ~ ~ ~ v \ . \ \ a , ~ RIP RAP APRON (RR~)
' 1 1 ~ ° l \ o o ~
Lime - 2 tons per acre ~ ~ ;1 i ~ - : . ;.WETLANDS
_ r acre ~ _ - _ Fertilizer 10-20 20 500 pounds pe ~ . ( ~ / ~ ~ . 1 I ~ . \ ~ , • r,.;;•: ~ ~ ? HEADWALL
i / • . ' seedin Mixture: ~ DISTI~RQED ~ _ _ _ , g ~ 1 \ I ~ ~ . l _
- LiMiT r . _ _ . - . _ V • • , ~ \ HORIZONTAL PIPE
January 1 March 3f) 'i' f / 2 ~ ' \ . ~ , ~ I T PROTECTION
- 20 ounds er acre ~ - ~ ~ da rass unhulled) P p ' I ~ / ~ ~ _ , • _ Common Bermu g ( I ~ .
~ Tc~• 2' . ' - - - . ~ i ~i ~ - r
(April 1 -July 31) ~ _ - - - n rol P~ ov?s~ons of afion C dement - n And Se _ _ Eros~o ~ _
' ~ :C ; Common bermudagross (hulled - 15 pounds per acre r ; • ~ ` l• ' i - . RR~1 - - 1N - 1. ROCK INLET SEDIMENT TRAP TO BE INSTALLED AROUND EACH CATCH BAS
- 5 ounds er acre . r ~ r ~ ~ _ - Wee in Love rass P P ~ / - P 9 9 ' 'y ~ ~ - - - - - - ~ AND DROP INLET AND ALL LOCATIONS INDICATED ON PLANS. _ ~ ~ ~
enti ede - 8 pounds per acre 1 ~ , ; ~ + _ _
~ _ - (August 1 December 31) ; 1 $ ~ MI ~ ~ , ~ ~ LODE STREET _ , , \ 2. AREAS TO BE PERMANENTLY SEEDED INC
? / ~ SHOULDERS DRAINAGE EASEMENTS ' ~ AND ALL DISTURBED AREAS.
da rass unhulled) - 15 pounds per care ~ r I - y 17t - - •t6+ Common Bermu g ( ~ / ~ - 120 pounds per acre \ ~ / / ~g+ ~
Tall Fescue - 8 ounds per acre i ~1 ` ' • ~ ~ . ' l U- Cenci ede P ~ / , / ~ ~ _ P ~ o l - - - ~ ~ ~ 1 i \ - ~ N SOAPING, _ _ 1Q~_ - - . r ~ ~ ~ 11 3, STOCKPILE TOPSOIL FOR USE 1N BUILDING SHOULDERS AND LA D
I ~ . _ ~A . • ~ - ~ ~ ~ 4, ALL RIP RAP SHALL HAVE F/LTER CLOTH
Seed Bed Protection: ~ ! ~ i - - • ~ ~ 1 _ _ • . UNDERL/NER, AND SHALL BE INSTALLED IN THE QUANTITY
i•~ - r acre visual ~ , ~ - - Straw Mulch 2 tons pe ( ) ~ f ~
_ r and / ' _,L ~ ~ - Asphalt Tack 0.03 gallons per squa e y _ ,t ~ / - _ \T T 3 - AND LOCATION INDICATED ON PLAN. ~ ST 4 . - 1
T1NG CJ /a+E ~ ~ - , ' + • ¦ .rye ~T~. f - ~ 5, ADDIl10NAl EROSION CONTROL MEASURES SHALL BE e. - - - - TM~' e>r' ~ ~ ~ ~ ~ / INSTALLED AS REQUIRED BY CITY ENGINEER.
or structures / - .J;L % ~ ~ ~ ~ / ~ - ~ 4. Seed or otherwise rovide ground cover devices ~-:,,-~-r~ ~ ~ E , P • OFD _
' t to restrain erasion far all exposed slopes within 15 .,D ' _ ~ -0~ pHE E fan hose ~ ~ ~ - E- ~ ~ _ ~ \ 6. MINIMIZE CLEARING, n- - - UH E OHE OHE ~~~ylE~-~'= OHE
workin da or 30 calendar days of completion o y p ~ ~ / of radmg, t ~ ; -
_,r„_" ' J, NO PERSON SHALL INI RATE LAND DISTURBING ACTIVITY PR10R - - ~ ~ 1 RECEIPT OF NCDENR EROSION CONTROL PLAN APPROVAL, PROVIDE
and sedimentation control devices shall be / ~ ~ : ~ / ~ 5. All erosion ~ ~ , ST(~ D ' , / ~ ~ . ~ h rainfall. When ~ ~ ~ / ~ inspected by the Contractor after eoc ~ ~ ; • ! / / ~ ~ 1 ~ 1 COPY OF APPROVAL TO TOWN OF CLAYTON. w
1' ' u~i1- he tra to be reduced to 502 of design / r ~ , ; ~ ~ ~r x , , ; inspection reveals t p • ~ ~
evice to be deficient in ifs intended • ' , . ~ ~ , ~ ,''b +1 / capacity or the d ~ i ' ~ 1 ; ~ ~ t 8. 20' X 50' X 6 THICK COARSE AGGREGATE STONE PAD T E 118'~~ ~ PROVIDED AT CONSTRUCTION ENTRANCE. L T FENC * ¦ 11e. j ,
nces the ~ ~ ' / ~ SILT FENCE 'on for silt fe ' ~ • / ' ~ / purpose such as fabric deteriorate : ~
s all restore the device to its original • ; ; , • , i ~ / Contractor h . f / ~ ~ ~ OUTLEI ndition, 1 - - OUTLET - ' • \ " - j ~ - 1 ROUND COVER DEVICES OR STRUCTURES _ l t 9, SEED OR OTHERWISE PROVIDE G
~ ` ~ ' i 1 ~ ~ ' ~ - - ~ ~ ' " j 1 ` SUFFICIENT TO RESTRAIN EROSION FOR ALL EXPOSED SLOPES WnTHIN ~ 30 ALENDAR DAYS OF COMPLETION OF ANY • _ _ - _ --1 t. ~ 1 15 WORKING DAYS OR C
r main ; ~ ~ ~ ~ ~ ~ ' % c shall a a ion control dew es ~ 6. All erosion and sediment t l11? _ ~ , - ' - ' ~ i PHASE OF GRAD/NG.
rn lace and be maintained by the Contractor until ol! . ~ ; ~ • _ _ P hove been ~ : r f 's established and construction areas ~ ~ J : ~ ~ . seeding r ~ ~ ~ ~ i
stabilized. , ; s/~ : Jf . A N AS NEEDED ALL EROSION ~ ~ ISTURBED f0. CONTRACTOR SHALL INSPECT AND MAINT 1 _ D
1 ~ ~~~y .1 ~ ~ ~ ~ ~ ~ - , • - CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR - j ~ ~ l VICES 1N LIMITS R NT FAILURE TO KEEP ALL EROSION CONTROL DE • ~ ~ 1 STO M EVE ,
•1 ' ~ l I ' ~ ~ • f $ . t ~ . _ _ . PROPER WORKING ORDER MAY RESULT 1N A STOP WORK ORDER OR
. l . ~ 1 k ~ _ ""uC ~ ~ • - - ~ + ~ ~ _ ~ DAY OF VIOLATION, 1 CIVIL PENALTIES UP TO $5000.00 PER
r ~ / ~ r , r ~ ~ 1 11. CITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIO~lAL
~ I ~ - - - 1 ' ~ • " f EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS
' t ~ f - - ! ~ 1, - ~ IMPLEMENTATION PROVE TO BE INADEQUATE,
D i \ ~ -
, PIP INLET PROTECTION A T ALL PIPE INLETS. ~ ~ ~ _ 12. INSTALL E ~ PE ,t:
' Il ~ N i ~ ~ ~
REQU ~ ~ ~ ~iV C~ RBE AREA =23.6 ACRES • W ~~I TH Ir~ TOTAL DISTU D ~
DRAINAGE DISTURBED ~ ? - ~ • SURFACE ~ 4? ~o SPILL111iAY REQUIRED _ 1 Mla`V~Nu,'~ _ ~ A
AREA AREA Q 1 , - - - ~ GRAPHIC SCALE 1 t ~
LENGTH VOL. (CF) ARFJ1 ~ . CFS BASIN DIMENSIONS NO ACRES ACRES) ( ) F ~ BASIN ( ) ~ ? ~ I 1 zoo 1 ~ ~ ~ sa o zs so i oa I
0 4 810 708 _ _ _ _ . 4 1.6 19.0 X 38.0 X2.0 ~ #1 0,45 0. 5 ~ . j ~ 1'. • 1
2160 3506 NOTE 1 S`TUR E .0 30.0 X 120.0 X 2.00 6 - _ . TUR E
#2 1.72 1.2 8 . 1080 1208 ' ~ • ~ •LI TS - _ !1 TS ~ , IN FEET' , 1 ~ )
2.8 25.0 X 50.0 X 2.00 4 ' #3 0.88 0.6 , 1 1 inch = 50 it.
4 1260 1186 ~ ~ - - 2.7 25.0 X 50.0 X 2.00 ~ . ~ - #4 0.79 0.7 \ , ~ ~~N flfff • ~ c~~~ ~-s,
00 6023 NOTE 1 2 _ - - . 0.0 X 2.00 8 36 ~ . ~ \ 2 13.8 62.0 X 10 _ SILT FENCE ~ - t~'•a•~.
#5 2.88 \ • ~ • 3293 NOTE 1 . - \ ~ . X 82.0 X 2.00 6 ~ , OUTLET j o~ ~ a•t •
1.45 0.20 7.6 41.0 : . ~ - \ . _ . #6 _ \ i \ - 4 540 962 . _ _ ~ ~ ~ ~ ~ a ~ 107 E..t Seoona st, 8410 Folly Ot Newe Rd. Planners . - _ _ ` ~ i; ~ j ! ~ F , ~ A Gnenrille, N.C. 27858 Raloi h N.C, 27815 ~ ~ ~ since r ' Surve ors
2.2 22.0 X 44.0 X 2.00 ~ doe- . _ _ _ . ~ #7 0.82 0.3 . \ . - - . , ; j ~ F~,..:,1 ~ 1918 [phone] [phone] y
6142 NOTE 1 ~ ~ ~ ~ ~ . 112.0 X 2.00 10 1800 . _ _ _ 1 14.1 56.0 X . ' ~ , ~ ,
#8 3.13 ~ ~ • 4 576 82 _ ~ \ _ • - - ' ~ - '•,~,g;,Q~~~"~a' ~°v~~gg°~,~ LYNDALE DEI/ELOPERS, LLC ~ ~ ' ~ ~ , M~ ~t~l~is•k-1
1.9 22.0X44.0 X 2.00 \ ~ . #9 0.66 0.32 \ ~ _ , . _ - - ~ ' l.~~ YNDALE SUBDIVISION . ~ ~
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