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VICINITY
BIG CEDAR CREEK
STREAM RESTORATION
90~ PLANS
PRO,ECT REFERENCE N0. 9EET N0.
1 1 T1
PRO.ECT 0E9(i1ER
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STATE OF NORTH CAROLINA
STANLY
COUNTY
NOT TO SCALE
INDEX OF SHEETS

TITLE SHEET
REFERENCE SHEET
BIG CEDAR CREEK/UT2 SITE PLANS
UT1 SITE PLANS
BIG CEDAR CREEK PROFILE
UT1 PROFILE
UT2 PROFILE
PLANTING PLANS
TYPICAL SECTIONS
~~ D DETAILS
~~~
~;~ ~ ~ ~~~~ 37.8 DISTURBED ACRES
w~;~~'~~,LAT 35.19890
,„oEN~~q~c~ LONG 80.13030
Mlt~`"'"
T1
R1
P1-P7
P8-P13
PF1-PF8
PF9-PF14
PF15
L1-L14
X1-X6
D1-D5
47-194
BIG CEDAR
CREEK
TITLE SHEET

PRQECI REFERENCE NQ 9i[ET NQ
~ M N N O /
M~./~ O 1 9 R1
r + + + + + ~, / + PRGECi OE9CNER
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BCC B REACH 2 BCC REACH 3 BCC
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EXISTING MINOR CONTOUR
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DEED REF: ~ 3f2-419 I ._ __ -
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PROECT REFERENCE N0. SHEEi NE
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DEED REF. / 186-219
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1. BRUSH MATTRESS AREAS CAN BE REPLACED WITH ROOT
WAD/LOG VANE COMBINATIONS WITH APPROVAL BY THE
ENGINEER. 30 0 30 60
2. SILT FENCE SHALL BE PLACED BETWEEN STOCKPILE
MATERIALS AND THE OLD CHANNEL. SCALE (FT)

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30 30 60
UT1 PROFILE
HORIZONTAL SCALE (FT)
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PR0.ECT OEBIGNER
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' ~\ ~ UPLAND PLANTING ZONE
FLOODPLAIN PUWTINC ZONE
~'~"~~ LIYESTANINC ZONE

BIG CEDAR
EPHEMERAL POOL PLANTING ZONE CREEK
30 0 30 60
BIG CEDAR CREEK
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SCALE (FT)

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FLOODPLAIN PLANIINC ZONE
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SCALE (FT)

MONP60N ANN L Tri0YP50N, ET-AL
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~\ ~ UPLAND PLANTING ZONE
FLOODPLAIN PLANIINC ZONE
"~ ~ ~~ LIYESTAKING ZONE
D EPHEMERAL POOL PLANTING ZONE 3O 3O 60
SCALE (FT)

FNO ECT REFERENCE N0. SIREi N0.
109 61 U2
PRD,ECi DE9CNER
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u~a~_~~ LIVESTAKWC ZONE
EPHENERAL POOL PIANTING ZONE
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SCALE (FT)

3r,acres
Ri avian Wood Ve
p y 9 °
/° Treeslacre total trees
La a Trees
Ouercus michauxii Swam (3lestnut Oak 5 34 1054
Ouercui nigra Water Oak 15 102 3162
Fraxinus pennsyhanica Green Ash 5 34 1054
Betula niga Rher Birch 15 102 316
PMtanus occidentalis S calrare 15 102 316
Large ShrubslS nraU Trees
Alnus semdata T Alder 10 68 2106
Carpinus caroliniana Irorlwnal 10 68 2108
Small Shrubs
Comus amomum Silk 1 48 1488
Linden benzoin Spicelwsh 8 . 54 1674
Vibumum dentatum Arawwacd 10 68 2106
2.5,acres
Hillside Woody Veg °~ Treeslacre total trees
Large Trees
Carya cadihxrtris Bittemut FGckory 5 34 65
(2uercus ialcata Soutllem Red Oak 15 102 255
Acerrubrum Red Maple 10 68 170
Platanus occidentalis S camore 1D 68 170
Quercuralba White Oak 15 102 255
Large ShrubslS mall Trees
Carpinus caroliniana Ironwood 7 48 1
Carylus americans Hazelnut 7 48 12
Drospyros virginiarta Persimmon 7 46 120
Small Shrubs
Symphaicarpos abiculatus Corel 8 54 135
Calycanthus Noridus Sweetshrub 8 54 135
Vibumum dentatum ArtowAaad 8 54 135
74 401 SF
Live Stakes Stakesyl 000 SF total Stakes
Corpus amorrwm Silk Do ad 56.126 4166-9374
Salix sericea Silk Wdlow 56.126 416Tr9074
Sambucus canadc»sis Elder6e 32-72 2381.5357
Satix ' ra Black Willo« 16.36 1190.2678
arian Permanent S
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Carex cnnata Fringed Sedge 15
Etymus vi inicus Vir inia Wild Rye 20
Juncus ellusus Soft Rush 3D
Panicum virgatum Switchgress 30
Tnloliumre s WhheCknrer 5
Temporary Seeding -36 ages
wlPermanerd Seed vdo Permanent Seed
Fall Winter S ri
Rye Grain 11b11,000SF 31bI1,000SF
Summer Seedin
BrowMO Millet 0.31b11,000 SF 11b11,000 SF
MULCH APPLICATION RATE . I TO 2 TONS PER ACRE
EXPOSED SLOPES SHALL BE SEEDED AND MULCHED
NITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION
~ ANY PHASE OF GRADING. PERMANENT
CRWNDCOVER SMALL 8E APPLIED TO ANY DISIURBEO
SURFACE MITHIN 15 YpRKING DAYS OR 90 CALENDAR
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CONPLE110N OF GRADING OF CONSTRUCTION.
Brush Mattresses °~
Comus amomum Silky
Salixsericea SilkyWilbw
Sambucus canadensis Ekkrberry 3

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MAIN-REACH 3 -PROPOSED POOL

PROJECT REFERENCE N0. SHEET N0.
109261 X3
PROJECT DE9CNER
~~
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~ev~ APPROVED BY
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\~,tA~" DATE
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uT2 -PROPOSED POOL

PROJECT REFERENCE N0. SHEET N0.
~oszs~ x5
PROJECT DESCNER
~~
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~~.~ DATE
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'~~
TOP OF
BAN( (TYP(
(JTi-REACH 2 -PROPOSED POOL
E705nNG GRg1N0
iro)
BANK PROIECiNN 4EAAIRES
AS SHOWN ON PLAN VIEWS ANO DETAILS
,. a ~"±;P
~ ~ro
j ,
ls.o' ~ ~ ~ a ~ • av4 ,.y. ,~ ~;,
a,..
n.D'
10.0' 3.0' A.0' S.0'
i
~E17STNG GROUND
.
_--___---___'~~... _-..~__ __... ie~;> _--.-_'-__ ___---_--__=~_,__ _.., -~l: '_,...mss..-..........~..,_----____-__
1,5' TOP Q 6:1 ~ TOP D<
raP aP ~'+ 1. raP aP BANN (Tro) s.r ~`'• BANG (tYP)
BANK (iro) BANK (Tro)
?'1 STALL BANK PRO1ECnON A~ASURES
NSTUI 4VE STAKES ON BANNS STALL EROSION CONTROL 4A1nNG AS SNOYM ON PLAN MEWS AND OETAIlS
TYPICAL ALL SECnONS, SEE/1 TYPICAL uL SEC110N5®
UT1-REACH 3 -PROPOSED RIFFLE
~_~
P~
TGP aP
BANK
INSTAll t1VE STAKES ON
TYPICAL Au secnONS,
IJT1-REACH 4 & 5 -PROPOSED RIFFLE
~ ~
;~,~~°
.,
~' EX6nNC GROUND
:~ty.ra.._~ _~~_- _-__-___
i~
,, ~~.
~II ////~-(MISnNC GROUND
a
(Tro)
LLl EROSNON CONiROI MATTING
x ul secTaNS®
r;;n
a++~
-x~.
~.
.;~
'
~t~ .
*~
*~
}
~ ~ ~~
~~~~
_~
1S0' 7!
~ EWSnNG GROIINO
10.0' 7.0' 4.0' .7
~:
-
j
TOP OF
~,1
A,0• ~ BAN( (Tro)
A~
r,
NSTALL BANK PROTECININ MEASURES
AS SHDYWI ON PLAN V1EW5 ANO DETALS
UT1-REACH 3 -PROPOSED POOL
UT1-REACH 4 & 5 -PROPOSED POOL

PRO,ECf REFERENCE N0.
~~
eR00T WAD
D1 Nrs
K AOOi WAO GOES NOT COYER ENTIRE BANK
AOULOER ((YP)
8EN1 (0.5' YAWYIIY HTJ CpIS1RIICTgN IS BEIYEEN WD OCTOBER TO Yq
PR
T
T
I
R
AEAM(5) MOT TO E%TENO YARW, BArT SHALL BE
ED N
H B
USH
O
EC
IAYCR (SEE DETAIL)
BEYOND LWIrs a ROOT WADS
raP a
Fl.amPLAw ~ BANK \
. ____~?BANKFULL STAGE, -
d - COYER LOG SHALL
BASEFT.On BE ANCHORED UNDER

EAOBpJ CONTROL -- f001ER LOGS OR

uAnxm
~ _i/S K RDOr w55 HEIG++T NIN A BOUlOER
BY1L 8E LOCATED BELO!%
sTREAU eED
G
e-u FEEr LON Roor wAO (TYP)
>10' dAYE1ER
PI aN VIEW W/ C OVERLOGS
CROSS-SECT90N VIEW
CROSS VANE
D1 NTS
ELEVAnON CALLOUT Y/J BANKNLL STAGE
(SEE PRaEE FOR HEADER
'
E%ACT ELEVATKN) R B
IR TO iDA; SLOP WATER FLOW
EI£VAnd PONE R
A STREAY BED
O' TO 3EI' FOOTER ROCK ELEVATION
F
PROFILE VIEW A-B'
~ m
A'~
_ -
FLOW ~ CLASS 1 STONE CHANNEL BED
QA55 B STONE ~ N--Ir

B ~ A
FOOTER I
ROCK HEADER
AOIX I
~

P A~ N VIEW ~_
PATER ~
~_~
J
' xa CU551 W2
$10NE
fABNC I
YINIYUY
5
$~TION A - A'
3eRIFFLE TO POOL TRANSITION
p~ Nrs
MAx PD0. LOCAlEO
z/s - T/lo Toru
dsTANCE FRO11 UPSIREAY
TOE a RVFLE TO DOwNSIREAY
f0E a RIFFLE
TYPICAL P00. SECnON
POOL
f
tYRCAL 1 1 iOE a
RIFFLE ' NNFT£ HEAD a TYPICAL
SEC11011 '~ RBTLE ~~iNFFIE
gC11011
P AN W ~~, RqK
/ \ SLOPE iRANgn011 ro
p, AND FRdI n1E YAgYUY
~~~ RIFFLE POOL OEPnI VARIES
~ 11111s
NEAO a ~ ~ ~
RIFFLE
HOgS TDE a ~ ~j IX` ~ ~'
1, 1NE POINrs SHOW11, E.G HERO a RIFFLE, TOE aRIFFLE / ~
ANO YAxYW OEPiN a POd, ARE 111E CONTRO. PONrs USED RNFLE YAxNAIY - '1 ~
ro EsrABIJB+ TT[ PROFAE HOWEVER, THE CdIIAACTdt Pool NEAR a
SHAD CREATE 910pIX iRAN9TI0N5 BETWEEN DEPIX RARE
CONTROL PnMrs As SNOAx ABOVE.
L 1NE OOIWSIREAY NERD a RAF1F ELEVAndI SHALL NOT E%fEEO
THE uPStaEw TOE a RwFIE flFMTipI. PROFILE VIEW
s slrlta taoss-sECigII SHALL IRAN5ITION OIIENSION
FROM TTt TW>+cAL POd, sECTK7N AT TIrE WxgUY Poa
OEP1N LOCAnW ro TIaE TYNCAI RNPLE SEC11d7
TOE a
SLOPE
(TYP)
TOP OF
BANK (TYP)
FOR4 HOIISESNOE a
RED YAIEAIAI AT
UPSTREAM ANO
OOWNS7REAY RIFFLE
ExtENTs
D~ nONSTRUCTED RIFFLE
of Ar~ELEVAnON POINT
I
NOTE 11
mENCNINC YE1N00:
IE iNE ROOT WAO CAWIOT BE DRIVEN NTO INE BANK OR 111E
BANK REOYRES RECONSTNlCTgN, 01F fl[NC1WG YE1N00 SHALL
BE USFD. 1W5 YEIN00 REOIARFS WIRY A TRF11C11 BE
EMCAVATED idl THE LOO POR11011 a 111E ROOT WAD.
BOULDER (iYP) dlE-iNRD a ME ROOT WAD SHALL REIIAN BELOW TNTIBIu
BASE FLOW CONdTIdiS.
ROOT WAD (TYP)
PLAN NEW W(OUT COVERLOGS
HEAD a
RIFFLE
1Y NOV. THIOtlIE55 a EWAL PARiS
LLASS A, B, ANO 1 STONE OR ONSIIE
YAIERIAL AS APPROVED BY ENGINEER
A A,
1 R HEAD a
POOL
I 8
-I 5' YIN -
P AN VI W PROFILE A-A'
SECTION 8-B'
TOP a
B BAWL
B'
T~•
NOIEQ
OAIVF POWT YE1HOd
THE TRUNK ENO a 111E LOG SHALL BE SHARPENED WM A
CHAINSAW BEFORE 'OBYNC IT WTO 111E GAIN. ROOT WADS
SHALL 0E ORENIED UPSiREAY SO IXAT R1E SIREAY FLOW
YEErs INE ROOT WAp AT A BO-OEfR1EE ANgE. OEFLECDNG ME
WATER AWAY FR011 T11E BANK. A TRANSPLANT OI BOULER
SHALL BE PLACFA ON THE DOWISREAY SqE a n1E Roor WAD
IF A BACK EOOY IS PONIED BY 111E ROOT WAD. 11E BONDER
SHALL BE APP110MIYAIELY 1' N J' % Y.
PROJECT DESIGNER
t'~
~
P CDiA
~a~~ APPROVED 8Y
~~~ wAH
~ GATE
~1
~ 09/)7/07
Q

t ~
• • WI,y,,,i~~v,b

wui«n
5 LOG SILL
D~ NTS
CROSS SECTION VIEW
SEE TYPICAL SECIKNS
FCR DEfAAFD
CROSS-SECI1011 CEONETRY
rOP a sTREAYBANN
FLOW
FURNISNEDJ HEADER La'
RIFFLL
MATERIAL
BACKFILL
FILLER FABRIC
' FOOTER LOC
4' YINIYUY
SECTION A-A'
N01E5:
1. LOGS SHOULD BE AT LEAST 10 WGIES N dAYEIER REIARYELY SiRANRif,
2. TOP ~~AbEAROG SNdn1LD BE SEfhA SAYE EIEVATIdI AS iNE STREAYBED.
S NAR FIBER FABRIC USNG J~ IOD GALVANlEO COINION MAL EVERY G' ALONG INE LOC.
/. PUCE ROOT WA05 AS CLOSE AS POSSIBLE i0 LOG WEALS TO PROTECT ACAN51
BANK EROSION.
eEo
BIG CEDAR
CREEK
DETAILS
JB,
~- RIANSMANTS

~t LOG STEP POLL
'~ NTS
A n
FIOW ,[ ~
BANKFlILL 1 ~ '
\
BURY YTO DEO/BM1K 1. I,OfS' WTROUT ROOT YA55 MAY BE UBED IF
` tllEAffR APPRONED BY PgO,ECT ENGN4ER.
\ (~~ )
IY dAYEIER 27
011 GREATER PROTECT BANY
TR 11DDrwAOs

1 sEE oerAlL
E>{C AIE BAMIifULL
I I/2 TO 2/3
`` TIE YTO FLOW-- ANNFULL
II ~
~

' srREw eEo
al WDTN t
~LOIY uAY
\ POOL pEPTH
FOOTER l00
~'- PROFILE VIEW
uqY Yro Y'A/BANN
` (TYPICAL IGRUIER

Iz' dAMETEN ~ ~ rHALYEG ~
DR GREATER
ROM I
~ A
I
i
A'
PLAN VI W
SECTION A - A'
e LDG WEIR
'~ ~ TOP of 51REAYBANK
ypjES, EIEVADON PDNT ~_ ~dy
I. LOOS SHALL BE Af IEASi 12 INCHES IN DIAYEiER, AELARYELY STRAIGHT,
NARDY000, AND RECENTLY HAR1E51EO. HEADER LOD
2. TOP OF HEADER LOC SHALL BE SET AT SAME ELEYAt1011 AS 114 SIREAMBED.
STREAM8E0 _
1 FlL1ER FABRIC SHALL 0E NAMED USYC 3' iW GALVAMLEO COYYON MAR Ai ( ~ -
TWD-FOOT SPACYC ALONG 04 IOC. ]
i
I
~~ ro 2j' ~ ,_ /y
9ACKFkL J
-
SCd1R POOL ~ ~

i ~' , .
: .., _ - ~; .
.ftl.TER FABRIC'
.
1
TOP DF i
{
SIREAMBANK a3 ~
~J~~/~
..
90008 POOL RJ `
-
~
~ ..~ ..
.. .~ .
~ 4 MINIMUM--{

BOrra
BANKFUL FO01ER LOC
~
~
sTREY1BANN MAOT
SECTION A-A'
BaumER (TYVI
-
/ .
. ~ RPARIAN YEGETATgII

I
~ PER PLANTYG
3 T1ME01
~ PLAN (T+P)
.
ANKFU(,(~
MApTH !

--~ 5' MIN - 5' MIN I--
L,
PANVIW
N
NO CAP
BETMEEN
BOULDERS
I/3 BOTTOY YIDTH
OF CII MINELCHAMNEL
I G_ FLOW
20' TO
roNI
BOTipI WOTN-
P AL N VIEW
83 ROCK VANE
Poa. N T5
ITED) PER
NAURAL STONE ~ 1. I
CLASS A-1
(dJ-SITE
ALLUMUY)
I
FILTER
FABRIC FOIL
DRAINAGE
(SEE SPECS) 1-2'
10' WNYUY-
SECTION A-A'
NOTES Fdt ALL YANE SRIUCIURES:
I. BWLOERS MUSE BE AT LEAST 1' x J' X 2'. ``\~
2. YSTALL f1L1ER FABPoC FOR dLAWAGE BECYNfiG \r Al
D THE DEPIN OF TIIE BOTTO
W ~
W ~V 14
NY
IEN E ~
]. DIG A iRENUI BELOW 7NE BED Fpi FOOTER ROCx Q
HEADER VANE ARY, ~TYEEII iNE AA4 AND SIREAY BANK
ROLN 1. START AT BANK ANO RACE FOOTEN gOCILS FIRST
5. CONTINUE YIM SiRUCNAE, fOLLOWING ANfAE AY
fi. AN EYTRA BOULOEq CAN BE PLACED W SCOUR P( ~
1. USE NATURAL STONE CUSS I TO FIJ. GAPS ON l ~ ~
sra4 aASS A TG FAL was GN UPSIREAY SIDE
B AFTER ALL STONE MAS BEEN PLAQD. FRI. W R4
ON-SITE ALLUYYY TO D4 EIEVATIdI Di n4 m
B. START SLOPE AT 1/2 TO 2/3 BANGINL STAGE.

FOOTER 10. ONSITE YATERIAI YAY BE USED B APPROVED BY INE ENGR4ER.
ROCK
RAL
S 1 TOP 6 STREAM BANK-\
WA1ER ROW
sTREw BED ELEYAOOx~
a
BACNFRL (ON-SITE ALLUWY)~
NATURAL STONE aA5$ A /
NATURAL STONE CLASS I
Ix To
PROFILE VIEW
4 LOG VANE
p NTS
Loc BINnEO
BELOW SIREAYBED
z3
BANNFULL
\\
a
ED
ABANN
AT LEAST S'
RIANSPLANTS
i0D OF STREAYBNIR ///~~T
FLOW / 1
/ /1
51REAMBED Y~' /
A'F' /
I~ / /
(/ /
/
V /
PROFILE VIEW
P AN VI W
D-IESL
1, LOGS $Hd1LD BE Ai LEA$7 10' W dAYETER, RELAOVELY STRAIGHT, HARDW000, ANO RECENTLY HARVESTED.
2. SdL SHWLD BE COMPACTED YELL ARWND BURIED PORRONS DF LOG.
3. TRANSPLANTS ARE PLACED ALONG THE TOP OF THE BANK DYER THE BURIED LOG VANE TO PROTECT AGAYST
EROSION WRING NIGH ilAWS.

eBARE ROOT PLANTING
3 NTS
BUFFER WIDTH VARIES
SEE PLAN RANnxcs
`roP aF siREweANK
/.,
1. BARE ROOT SXRUBS AND TREES SHALL RE PLANTED ACROSS THE FULL
BUFFER AS SXOMI a THE BANS
Z. CdIPAC1E0 Sat SHALL ~ LOOSENED PRNMt ro PLANTWG
1 PLANTS SHALL BE PLACED W MOLES DEEP ANO WOE ENWGX 10
Avow TI# ROOTS To SPREAD aT AND DOYN MTHaT r-ROOnxo
1. ROOTS SHALL BE KEPT YaST BY YEANS ff WET CANVAS, BURLAP,
OR S1RAW YNLE DDitMBUTWG OR WAInNG ro PLANT.
1 PLANTS SHALL ff XEELEO-IN ro MOIST SpL OR SAMIUST 1' NOT
PROWiLY PLANTED UPaI ARRIVAL AT PROJECT 9TE.
BOTTOM ff CHANNEL
BFLOODPLAIN POOL
3 NTS
SEED ANO PLANT AS
aRECTED BY PLANRNC
RAN
ERSRNC
DEPIX
Y ro
CAOLWO
CROSS-SECTION VIEW _
- - - - - - - - - - - - - - - - - - -
4 BRUSH MATTRESS
7/ STAKES 8 NTS
1{ GAUGE GALVANIZED
YINIWY ff 75 BRANCHES ° MRE SEARED 70
PER SaARE YARD STAKES
(1 INCH YAYMUY aAYF1ER)
BRANCHES TO BE
ManWE ff EWAL FILL GAPS MiH
PARTS NAnVE wLLOW. ° a-SITE SqL
ALDER AND PORAR.
OPoVE THE ai ENDS
INTO SaL 1' i0 2'
ROW
PLAN VI W
MATCX BANK
SLOPE
TOD ff S/REAYBANN / ~-3' BETWEEN STAKES
I
II
:.__ .- .. _.__~..._.:_ .. _..~ . ~...._. _3
CROSS-SECTION VIEW
TOP OF
1
~--r-0 0-.._ 0 0~_____0 _r.--:Q _.
T ~0 0 0 0 0 0
-r--j-. o 0 0 0 0 0 0
TOEff lI D '4 o o o- o 0
° ROPE ~-_4:__ 0 Q, Q ---0 0.`- 0
If PALNNEW
CROSS SECTION A-A'
TOP ff
BLIVE STAKING
3 NTS
$aARE aT TD~
BU05 FApNC UPWARD
UVE aTTKK;
NINIMUY I/2' DI Z' TD 3' LENGTH
ANGLE aT
]0 TD /S OFGREES
LIVE STAKE DETAIL
- ~ -
ER090N CONTROL MATDNC SHALL BE
RAFED IN /'~ B' INCH DEEP TRENCH, STAKED,
BACKFllLEO ANO COMPACTED
10P ff SiREAYBANN
3' ER09a1 CONTROL MATTING SNAIL BE
PLACED IN 11 C INCH DEEP TRENCH,
BACNFILLED AND COMPACTED
12'r
T
3'
TYPICAL STAKE
BOIE
1. BOARD FaE STAKE SHALL BE Z' K {' K Y
FLOOOPLAN
BEXGI OR
TOP ff BANK
uVE DR DEAD srAKE
NOICNED fat MRE OR
RAPE wtx Mr1YUY
7 Fr LENCnI
CROSS-SECTION VIEW
BEROSIONy~pCSO~NTROEL~~MATTING
3 NTS ~~EN ECD-STANE~OR APPR04EDHEWAI~AIM n~lE YA~ff 100)<000ONUTWFapt M1H THE FOMIN6~PROPERDES
FOLLOMNC aNENSI0N5:
LEG LENGIX 11.00 IN I7,1{ CM
READ MDiX
STAKED, H I
LEC MDiH 0.60 IN 1.52 CY TAPERED ro POIN
MI 0.b N I.02 CY
MAIPoM f00R COCOWT FBER
20 oa 878 m1
~ E YRNYUY ~ k m
EIANGAINW 74f x 761E
OPEN ABE mw~r1/
iXN001ES5 0.78 W YIRWY 7.8 mm
m1'a^ 65070 t 29SW
RFCgYENOFO ROW 11 FeN rcm6 3.15 m ~
9ZE 8.8 w 181 11 1111 a 100 S4
FACTOp 0002
TYPICAL MATTING STAKE ~eoTTOY ff aANNEL
Y STAKE MTILNAL
__ --J
CROSS-SECTION VIEW TRENpI
iRFNCH TOE ff SLOPE TOP ff SiREI11AANK
f ~ l 1-- 1. - 1 1... / 1 STAKE (T5P)

STREAYBANK I
/ - 1 1 1 '1 f 1 1. /
II 1 / / / / 1 1 1//
SHALL BE RANTED FiNW
BANK TO ttIE OF AOPE
TDE DF 1 ..
_. / 1 - 1 ~ ~ 1 1 1 -
SLOPE l 1 - f ~ : / 1.. ~ 1.
~AKES SMALL ff aT AND WSTALLED dl 7XE SWE DAY 1 : -.~ 1 1 / -. 1 / 1 F
L STAKES 1XAT NAVE BEN SPOT SHALL BE REJECTED
AND NDT USED fat Ca151RUCRCN. 1 1 1 1~ 1 1 1 F
1 STAKES SMALL BE INSTALLED MTX BUDS PONRNG UPWARD. -.
/. STAKES 91ALL ff INSTALLED PERPENDIp1LAR ro BANK.
S STAKES 511ALL BE 1/2 ro 2 trRarES W aAYE1ER AND 2 TD 3 FT La1G. PAN VI
6. STAKES SMALL BE INSTALLED MIH I/5 DF STAKE REYAIYNC ABOVE CRWND.
7. 1014 ff STAKE SMALL BE BEIOw CRpA10.
BOIES
I. eANNS SHALL BE SEEDED, LWE0. ANO FEAIRIZED RIOR ro PIACEIENr a YATnNG
7. EROSIa CONTROL VATTING SHALL BE PLACED AND OVERLAPPED
ACCptOWG ro MANUFACIWIER RECOLIIFRDA~Ia1S
7. YATnNG STAKES SMALL ~ RACED W A aAYpO SNIPE PATTERN.
/. EROBa CONTROL MATTING (RCY) 910ULD BE USED ro Aq PENIANENT VEGETATED
STABUZAnON ff SLOPES 1:1 aEE aIEA1ER Nq wTx YDRE TNNI ID FEET aE VERTICAL RELRT.
s. Ra sXOUw eE useD MIEN LRRa GANxor a AoEaAtar TApfED AND WHERE
IYMEDUIE CRalND COVER IS REQARED ro PREVEIIT EROSIaI DMIACE.
1. YNNKIY OVERLAP IN THE Ha1Z011TK
ER09a Ca11ROL ydlBff.B6BCE
YATnNO TO BE EKIENOEO I. WSPECT ECY AT LEAST WEFALY AIO AFTER EACH SIa1FlGNT
ro iRENCx AT TOE OF SLOPE - 1/2 Ilpl 011 GREATER) RAIIFALL EVENT. AEPAM IREaAIELY,
CONTACT MIX TVE fAaRTD WST BE YAWTANEp, Alq
ERO51011 YUSf NOT OCp1R BENEATH iNE ECY.
1.ANY AREAS ff THE ECY TXAT ARE DAYACm OR NOT W QOSE
CONTACt MTX tXE GRalND SHALL RE REPAMEO AND STAPLED,
°.N EROSION OCaRS OUE ro POORLY Ca1TROLLED DRAWACE,
T1R PAOBI,EY $XALL 8E FOEp AND 1FE ERODED AREA
PR01EC1E0.
S. Yp1Ta1 ATID REPAM TIIE ELL AS NECESSARY UNTL dLOaa
COVER LS ESTABL191ED.

3 CONSTRUCTION ENTRANCE
I 2 TEMPORARY CROSSING -TIMBER MAT I ~ NTs
~ PERMANENT STREAM CROSSING I e Nrs I
NTS ~ ~
Y TINCY aASS A RPWAP
~ n I
I ~~1D' MIN.(TYP)+~
s
I
PROFILE VIEW
FIBER

DQIEY
I. CONSTRUCT STREAM CROSSING WIZEN FLOW IS LOYL
2. HAVE ALL NECESSARY MATERIALS ANO EWNPMENT ON-gTE
BEFORE WORK BECNK
7. MINWIZE CLEAAWO Alp E%CAVATION OF STREAYBMNS.
DO NOT EXCAVATE CHANNEL BOTT011.
4. LNiE S7REAJYIMK AMO ACCESS RAMP AREA WM
NON-WOVEN FAIEIE FABRIC,
5. INSTALL STREAM CRO~MG AT RNRIT ANGLE TO ME FLOW.
6. Tq SPI.AFT~SW~~Ig GRIAL STREMIBANN ONTO 9DE
7. YAWTAW TAOSSNG 50 MAT RUNOFF IN ME CONSTRUCgON
ROAD DOES NOi ENTER E%ISgNG CHANNEL.
RAW Qi aA55 B STONE
PUBLIC ROAD
R=40'
50~ MINIMUM
_ 1]'
MINIMUM
YAINIENAxfY NDTES
I. YNNTAW DE GRAVEL PAO W A CONdINYI TO P'REIENI Ylp OR 9EdYENT
TROY lEA1WO qE Cp151RUCINRI 9/E.
1W5 YAY REDONE PERMpIt TOPdiE54NG WM 2-W171 STONE.
~. ANTER EApI RARfALL, WSPECT MY STRUCgWf US£0 TO IRA9 SEd1lENT
AMO pEM IT OUT AS NECESSMY,
T. 14YFOMIELY REMOVE ALL OBECgONABIE
YATERALS SPN1E0. WASEIEO, OR MACNED ONTO P{AR,IC ROMWAYS

B. STABRRE AN ACCESS PUBLC ROAD 6' YWYUY gYCNNE55
ro qIE EDDE OF tIIE MUD 4AT, ~ ~OF 2'-Y WASHED STONE
9. TXE WOOD NAT SHALL ~ di SUFFICIENT 92E AND WOM TO
SUPPptT THE LARfSi VEHNYE CROSSWG iNE CHMNEL
10, CONg1ACTOR SHALL OEIERYNE M APPROPR4TE RAMP ANGLE ..___. ___--___.-_.___ -' 8
ACCppWG i0 EpUIPAENT U1XJ2W, RECdWENDED AT A kl SLOPE. --- -- --.
11. WSPECT 1EIIPOIIARY STREAM CROSSINGS AFTER RUN-OFF PROWpNC RAINS TO CHECK Fdi BLOCNACE W ~~ -
CNANNEL., EROSION OF ABUTMENTS CHANNEL SCWR, RIPRAP DISPLACEMENT, OR PNNNG NAME ALL "~-" --- --'
SILT FENCE
4 NTs
I REPARIS WMEdATELY i0 PREVENT FORMER DAMAGE TO ME INSTALUDON. I ~,,
TYPE 2 FlLIEII fABIYC
Fdt DRAWAGE
eTEMPORARY ROCK CHECK DAM
4 NTS
FINER fABRN;
COWACTEO fAL
XKgMG
GROUIp
~i~~~i iT~~ii~~~ ~%~~iii~~ii~~iiy1~~~.
B' Y WN
1' TEEL POST SHALL BE
nmuxEO ro r
DEPTH BELOW GROU/D
INST ~IA1VW AYI c• `EXTf719lON Oi
t NISGLL PDS15 WM T11E HIPPIES fACMC Ai1AY FROM fABWC Klro
iNE SYT FENOE ~~
E. AfTATAI INE FABRIC ro EACH PAST WM THRCC TIES
WM qlE TOP ff WITWY B" OF INE TOP OF qdE FABRN:.
1. WRAP APPROWIIAIELY 6 INplES OF FABgIt ARWNO
ME ElID POS1S AMO SEGUE WM 1 qE5
4. NO 4ptE THAN 2/ RYXES OF A !B-NIGH FABRIC IS
ALLOWED A801E GROUND LE1EL
CONSggRd iNE EATER FABRIC FWOY A Cd11NNOJS
aou, cur ro THE iET1GM aF THE aARRIEiI ro AUOID JpNTS.
MNEY .IOWTS ARE AECES$MY, SECUIIELY FAST£N qlE FILTER a0M
ONLY AT A ypMgRT POST WM S FEET MMNWIY OiIE~M TO iNC NE%i POST,
GENEgAL NOE4
I. FOR REWFOR~IIENT OF STANDARD SIREI/CM flL1ER fABRIG USE WNIF
FENCE IBM A EINIXRIY OF 11 CAUCE AAp A MAXMUM MESH SPACMG Of 6 WCNES,
MWIJ+ ffS'
I. AISPECT SFAIMENT FENCES AT LEAST ONCE A WEEK AND AF1ER EACH RAINFALL
MAKE AYY 0.EOUIIEO REPMRS AWEpAfELY.
2. SNgND q# FABRIC OF A $ETNMENT F01CE COLLAPSE, TEM. DECOMPOSE OR
BEWIE YIEFFECgVE, REPLACE Ii PROIPiLT.
S. REMOVE SEORENIT DEPOSITS AS NECESSMY TO PROVpE AOEWAIE SigtAOE
VOUlYE Fdt 11E KXT RAW Alp ro REWCE PRESSURE aN ME FENCE.
TANS CARE ro AAOp UNOERYNINp tNE FENCE OURMG TIEANWT.
1, ABOVE ALL FERpNO MAILRINS AND UNSTABLE SEdMENi DEPOSITS ANO
BpINC ME ARFi1 ro ORAOE AHD STABR12E IT AFq:R THE tONiRIBU1gIC ORAWACE
AREA HAS BEd PIIOPERLY STABAILED.
FLOW
1
CONSiRUCgON AREA UPSTREAM
STONE CUSS A
/STALING BASIN
(2 FT. NA% DEPM)
\ -~~ ~RTER FMRX:
NuNTFNAu1s uni%_c. ~~-- - - ~~7 `BWL~RS 011 CUSS I/II
(.INSPECT CHECK GAYS AT LEAST WEEMLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR
GREATER) RANFALL EVENT AND REPAIR IMNEOIATELY. EXISTING CHANNEL
:.MgCVATE EROSION AROUND THE EDGES 4< THE DAM, COIIRECT All DAMAGE tMMEDIAIELY,
~. REMOVE $EOWENIS BEWNO DAMS RHEN ACCUMULATION REACHES 12 INCHES
a. PERSON TO CONTACT FOR MAMIENMCE ISSUES: PLAN VIEW
JAPES A BUCK
1111 S TRYpI ST., S1E 200
CHARLOTTE, NC 28205
PN: 70l-OS/-1151
ROW -r -+I I ~ 2 -+~ T
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