20080238 Ver 1_Restoration Site Plans_20080204

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CONVENTIONAL SYMBOLS

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~~ THREE 1t~tILE CREEK °
Q

Prop. Sbpe Stakae CW ................. -__4--_
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LOCATION: AVERY COUNTY, NORTH CAROLINA :F ;,;~,~~~~A~kaN'~~"
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~~~ sheam aBodyofWahr......._..... _.._.,,_
1 Pink Ridge
~ ~~~A~~~~ Prop logrol,Tail,Heod Difrhes..........
1112
'"°''~ ~
1a2e
- ~ TYPE OF WORK.' STREAM MITIGATION ~ ~~ .... ....... = _ ;
Dr°`"°°° ~°"°'
221
1107 ~ 1108
'° GRADING, EROSION CONTROL
(CLEARING
GRUBBING bud
P
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Doe HYI
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AND PLANTING) o ...... ....................
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gym ................ . ... i
Pro ed J BEGIN TRIBUTARY 3 find. Waler Vaha .....................
,9E Fel
ea STA 10+00.00
Power AlanMb ............._........
nos 184 / ~
- N=825930.3312
E=1119118
4082 SarilarySnwrManhole ............._.
•

1ts0 m .
BEGIN TRIBUTARY 6
ELEV=2871.66 BEGIN TRIBUTARY 5
STA 10+00.00 51arm sewerAMnhob......._......-- m
Recorded warorLine .................. Tr.
1 / STA 10+00.00 N = 825763.3687 BEGIN TRIBUTARY 10 Sanimry - ~ - - ~ ~ ~ ~ ~ ~ T~
1100
11oa 110+
(1103 - i-~ N=825798.5717 E- 118020.1918
STA 10+00,00
E=1118176
4666 EL~
2864
61
p ~ .........._............=

r .
.
=
N=825335.0983
ELEV=2661.88
1 I ~ E=1116236.4453 PropedrlJnesymbd ..................
~
r/*~7 ~~f A D
iJ~rr*l
,+L`L1Ilj ` LI'll'll" \_ ELEV=2828.12 BEGIN TRIBUTARY 11 Ddd.lron Pin ........................ ~
J Fenn liM .......................... _%-x-~-
'`
1 ~, ~ STA 10+00.00
' aridye .............................
~
~
AVERY COUNTY,N.C. BEGIN TRIBUTARY 4
I I ~, N=825261.8170 RacCalver,oriunnd
-
~
x
E=1116259.576
STA 10+00.00 I '1
BEGIN TRIBUTARY 9 ELEV=2836.81
~ '~
2263
N=825877
' 6
- - - -
SInpLTr« ......................... p
r........
Hedgs
BEGIN TRIBUTARY 2
A ,
`
.
I
E=1118739.1677 ~, `\ ~ I, % STA 10+00.00
N=825415
6244
'
` ..._._ ............._......
woods Drw ..........................
826160236
N
~ .
~~
~
j ELEV=2874.22
~ 1 E=1116379.7316
- `
E=1119045.0313 l /
'
'~ '~ ELEV=2829.74
ELEV=2857.46

I .
'
~ j BEGIN TRIBUTARY 6 \~ I~, 18E IN TRIBUTARY 8 BEGIN TRIBUTARY 12
STA 10+00.00
N=815153
3120
W END TRIBUTARY 1 00 ! sx 10+00
00
% STA 10+00 .
= .
,
I ~
N
~ E=1116194.0969
STA 13+83.45
E=1fl9109.88187 11 N=825752.5901
825498.7397 ELEV=2830.33
~
~11 13 ~ ELEV172866.709 ~ E0. 1162831.36 5 ZO
ELEV=2856.88 ~
,14
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~
END MAIN CHANNEL
STA 52+35.33

N=825234.9682
,~

~ - ~ ~ II I ~__ '~~ _ ~ ' 1 i
E=1115937.3081
ELEV=2822.27
~ ~
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/

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/ / _
-
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END TRIBUTARY 4 ~;

ND TRIBUTARY 8
~~
BEGIN MAIN CHANNEL _
_-_
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STA 10+00.00 ~v ` STA 12+27 9 ~I- - - - _ _ _ _ _
TO INGALIS
826A13
$?2
N=
9
~ STA 17+65.85

W _
~ _ _ -
N=826 91. 095 _ -
E-1119560.5084
"~ p
50 ~ ~~ - -_ -_ - -_ --
_
:
~
= _ -
- E-1118581.8509
- ~~ ~l ` 'J
ELEV=2852.48 d~ ~ ll N=825265.3984
E=1115975.0581

ELEV=2822
45
ELEV-2864.38 PRI
R END TRIBUTARY 9 .
END TRIBUTARY 3 STA 10+43.29
STA 13+39.59 N=825422.2052
N=826063.4972 BEGIN TRIBUTARY 7 E=1116339.4623

BEGIN TRIBUTARY 1 E=1118881.3587 EEfV=2829.74
ELEV=2855.06 END TRIBUTARY 6 STA 10+00.00
0471 END TRIBUTARY 10
N=825962
END TRIBUTARY 12
STA 10+00.00
N=626690.8140

E=1119151.1541
nrml~ ~' ~~ ELEV
28
22 .
END TRIBUTARY 5 STA 12+02.74
N=825917.0709 E=1116788.8466 STA 10+38.47
STA 12+44.38
N=825943.0336 E=1117418.8203 ELEV=2837.36 N=825344.9595
E=1116202.6437
6 5Tp 11+36.25 r
~ •u"~~ +.,
N=825293.6718 ~~a N w ~~~
E=1116078.5445 ~ ~Z,.. •• ti/'y~i0
ELEV=2826,72
'
E •.~ .
~

T =
72.
~ stogy END TRIBUTARY 2 E=1116044.9589 ELEV=284
.54 ELEV=2828.12
ELEV
2847
35 ~
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2rPtrat SRC22oxs__.a
nsT,EUS._._.......•--.-.2a L° =
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STA 11+33.01 END TRIBUTARY 7 END TRIBUTARY 11
N=626058,2166 ~ ~,.~~~
20253
oT2;ltvlsw AfAP...._~3
Pte, ~~` ~ STA 12+75.34
E=1118931.6883 END TRIBUTARY 6A STA 11+09.64
57 N=825724.4673 N=825320.8914
ELEV=2856.27 STA 11+36 ~ :qa
;~1~,•F ~,;;
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P
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ross ssc22oxs_,~_..x-~-xs .
N=825890.5591 E=1116693.4537 E=1116177.2539 ~~,~~.~"••••'1~`r~P~`
PLAx27xG PIANS..._.._PL-1-PL-6 E=1117955.4943 ELEV=2831.27 ELEV=2828.48 h~~krrW~p~
aROSiox cox2ROL._~i-BCao ELEV=2847.67
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ~ ~ ~ o~,a9 dr
our nt+cnoa sr~r,
R~ ~ asSOC~aTES, P.C. arms 101

25
0 25 50 MAIN CHANNEL
10+00 - 30+50 MAIN CHANNEL TRIBUTARIES TRIBUTARIES
30+SO - 52+35.33 1,2,3,4,6,6,7,118 12 8,9 a 10
EXISTING STREAM LENGTH = 6128 FEET a
Consulting EnRineera min+aea,-sossfOT
, r~ (919) ss1-ss~s
PROPOSED DESIGN STREAM LENGTH = 7084 FEET ueYped ~
PLANS DESIGN STREAM TYPE Ca4
~ DESI
BAN GN STREAM TYPE = Ce4
IffULL AREA
FT~
53 DESIGN 51REAM TYPE = E4
BANKFULL AREA
Ff~ E4
DESIGN STi1FAM TYPE
NXPULL ARFA
fT~
B
10 = 368
~~~ AREA ~ (
j = (
= 4 _
(
A
BANIffULL WIDTH (Fn = 22.6 BAN KFULL WIDTH IFI) = 27.2 BANKPULL WIDTH (tl( = 5.7 MNXFULL WIDTH (Fll = 2.6 R. KEVIN Y111LLIAM$
BANKFULL MAX DEPTH (FT) = 2.1 BANKFULL MAX DEPTH (FfJ = 2.5 BANKFULL MAX DEPni (Ff) = 0.8 9ANKFULL MAX DEP01 (FTI = 0.4 rxa~acr 2avcn~
PROFILE ~HORIZONTALJ w,o RATIO = u V6U RAno = u Y4t1 RAno = e WN RATIO
O OWNER CONTACT: TRAVIS HAMRICK GRANT LEWIS
10 10 20 ON '%~ Ac 2NMJFC2' DBStcvBR
V A>oom Environmenial, Inc.
PROFILE (VERTICAL)

POOL
RIFFLE RUN
RIFFLE
_,
~~-F -
POOL•TO-POOL SPACING (ft.)
(VARIES -SEE NOTE 1)
TYPICAL CHANNEL PROFILE
'~ p WATERSURFACE ____
~ I ELEVATION
BOTTOM OF
CHANNEL-
NOTES:
1. POOL-TO-POOL SPACING IS MEASURED FROM
CENTER OF POOL BEND TO CENTER OF POOL BEND.
POOL
POOL LENGTH
~ / \
~ ~
TAILOF ~ ~~ '~ ~ ~'~ HRi
RIFFLE ~ ,' ~ ~
DESIGN ~ G(~0 ~
CHANNEL ,~ \ „J~ E
/ / ~
OS,~ ~
4~
4r'
R1
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RIFFLE
TAILOF +~ ~
~~ RIFFLE
.\ % ~
.\+\ \ / ~~
~ ~
i '~ HR2 ~
~ -~- ~' ~
FLOW --
POOL LENGTH
TYPICAL CHANNEL PLAN VIEW
CHANNEL PLAN VIEW NOTES:
1. THE CONTRACTOR SHALL LAYOUT THE CHANNELALIGNMENT BY LOCATING
THE RADII AND SCRIBING THE CENTER LINE FOR EACH POOL BEND. THE
CONNECTING TANGENT SECTIONS SHALL COMPLETE THE LAYOUT OF THE CHANNEL.
2. FIELD ADJUSTMENTS OF THE ALIGNMENT MAY BE REQUIRED TO SAVE TREES
OR AVOID OBSTACLES. THE STAN-0UT SHALL BE APPROVED BY THE CONSTRUCTION
MANAGER BEFORE CONSTRUCTION OF THE CHANNEL.
a RO ~ ASSOCIATES, P.C.
Gonaulting En;ineera
ea mxaa, ~uxemt w wmaNCSimr
001 ~~
DFSIGNB) BY:
Abam EnviloElmeMal, Inc.
CHANNEL B ENCH EXCAVATION
xAlx srA 1Gwo To z+wo
TRIBUTARY 1 BTA 10Na TO 10+74
TRIBUTARY 3 BTA 10w0 i0 10+30
10+50 TO 10wa
+1wz To +++1e
TRIBUTARY A STA 10+10 TO 1i+RB
IAIBUTARY 5 BTA tOwO TO 11+9/
TRIBUTARY 5 BTA 10+9 TO 11N0
TRIBUURY 7 aTA 10w0 TO +0+40
mlauuRr n sTA +G+ze To lowo
mlBUrARr +z BTA +owo ro 1D+4e
VALLEY
SIDE SLOPE
MIN. W
o.S~
BANK SLOPE
PLACE 7EMpORARYIPFt?IAANENf
SEED ALONG WITH 31PAW MULCH
UNDER COIR FIBER MATTING
EKTEND STONE
BEO MATERIAL UP
CHANNELBMI
To1r~Dm
PROPC
FLOOD
TYPICAL RIFFLE CROSS-SECTION
CHANNEL CONSTRUCTION NOTES:
1. MATERIAL EXCAVATED FROM CHANNELAND FLOODPLAIN SHALL BE
USED TO BACKFILL EXISTING CHANNEL.
2. BANK PROTECTION SHALL CONSIST OF NATURAL COIR FIBER MATTING.
3. THE CONTRACTOR SHALL SUPPLY BED MATERIAL FOR THE ENTIRE BED
LENGTH OF EACH RIFFLE SECTION. THE BED MATERUIL SHALL CONSIST
OFA MIX OF CLASS B AND CLASS 1 STONE.
4. CONTRACTOR SHALL PLACE SEED AND STRAW MULCH ON CHANNEL
BANKS PRIOR TO INSTALLING COIR FIBER MATTING.
PRO1Kt REFER@ICE N0.
m~ wu~
PROIECf ENGINEER
~"'i~ia ,
FE ~G rye' ~
20259 ~'", `~
1 as
.~ wNGINEEf' ~~.
~..,.
~r• ..
~~
wd~ o,u
PLACE TEMPORARYIPERMANENT
SEEDALONG WITH STRAW MULCH
UNDER COIR FIBER Ma1TING
CROSS-SECT ION DIMEN SIONS

REACH
Wbld ft.
Wbot R.
Drill ft.
Dfhal ft.
Dpool ft.
W I tL
Wthal ft. OUTSIDE
WIDTH
Main Channel Sta. 10+00 to Sta 30+55 22,6 18.4 2.1 0.2 2.7 29.4 1.0 1.65
Main Channel Sta. 30+55 to Sta. 52+35.33 272 22.2 2.5 0.2 3.2 35.4 1.O 2.10
Tribs.1,2,3,4,5,6,7,11 and 12 5.7 4.1 0.8 0.2 1.2 7.4 0.5 0.65
Tribs. 8,9, and 10 2.8 1.8 0.4 0.0 0.4 2.6 0.5 0.45
coNmucrloN nANs
n+~E ~ulE caEac
~ ANEkY
owe
MAX 1:7 SLOPE
TYPICAL POOL CROSS-SECTION

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F
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\ CHANNEL
\~ BANK
\ `0~ \\
~, 1
FILTER
\\ ~ \\ FABRIC
\
1 1
A l ;. © 1 q
20°30°1 `-•~`,, / ! ^ ~ ~~ III 20°30°
I III \\ \ ~
I 111 \\ \ I HEADER
CHANNEL ~ ~ 1111 \I1\ \I I STONE
BANK-~ , III 1 1 1 I
1 1 1 1 1 1 5'
I 1 1 1 I I I
I \ \\ 11 I
I A \~ II I
V ~~ 1
I ~ ~
~ SCOUR ~~' FOOTER
I POOL ~ STONE
I
PLAN VIEW
FOR A-VANE:
OWNSTREMILiILFROM ©HE DISTANCE BETWEEN©AND
-SILL ELEVATION SHALL BE A MAXIMUM OF 6" LOWER THAN © .
r
CHANNEL ~~
BANK~1
I 0
I
I
I
I
I ©'.
I , r; .::
I
I
~n°- arr
CHANNEL
I BANK
FILTER ~
FABRIC ~
I 1
I A
I
1 I
4 I
I HEADER STONE
I
~5' II I 5'
I
® FOOTER I
I
I ®~~ STONE I .,,,
I :.: •` I
Qa I
I
PLAN VIEW
RO & ASSOCIATES, P.C.
Consulting Engineers
89 @XAOY FIG MB W W~06,lC1MP1
A~dCm Erniionmenfal, Inc.
5' ~
~ EXISTING
CHANNEL i
i HEADER ~~
~~ STONE i
© 11
I
i
I \
I FOOTER \
1 STONE \\
1 ELEVATIONA-A \
BACK FILL
TO GRADE
CHA~EL
FLOW ~
EXIST. ------ --- ~-
GROUND-1 O
FILTER FABRIC
NOTE:
HEADERAND FOOTER STONES ARE LARGE, ANGULAR BOULDERS
MEASURING AMINIMUM OF 24' ALONG THE SHORTEST DIMENSION.
TYPICAL J-HOOK VANE
PROFILE B-B
ROCK FILL
(#57 STONE)
WHERE NEEDED
REACH ARM LENGTH (FT.) CHANNEL DEPTH (FL)
MAIN CHANNEL 25.0 2.1- 2.5
TRIBUTARIES 8.0 0.4 - 0.8
0.5 HEADER STONE BACK FILL
-J TO GRADE
5' EXIST. 5 © FOOTER STONE CHANNEL
~ CHANNEL i~ ® DE H F-FLOW
~ HEADER ~ _
~ _ .,,..,., .. © EXIST.
~~ STONES !€~'-i~l%~?u7"~.: ...,~, .:.......... .. .. <..... ~ GROUND
,':f•/:, c'{:yz ; ~rrN; :~%~:=:r ROCK FILL ~ ~ FILTER FABRIC
' 4"' (#57 STONE)
FOOTER WHERE NEEDED PROFILE B-B
ELEVATIONA-A STONE
NOTE:
HEADER AND FOOTER STONES ARE LARGE, ANGULAR BOULDERS
MEASURING A MINIMUM OF 24"ALONG THE SHORTEST DIMENSION.
CONSTRUCTION PIANS
THREE AVIF CREEI(
TYPICAL CROSS-VANE _ ~' ~~'
sN~r No.
PrO1EQ ENGINffA
J~11 ~uRG
~, ~~tESSI ~ y~:
~, 531v 8
A~'+,HGIN~ `P~`J
~W~N'WT~;d°
~numno
ARM LENGTH
HEADER STONE
FOOTER STONE

WATER DINEASION
CHANNEL (2' WIDE x "" ""'"'
BANNFULL ~ ~ CLp$S A RIP RAP
DEP1N IN DEPTH 8"
COYPACTEDlROLLED
CROSS-SECTION
YIY YIY
BAN10'ULL TO EASEMENT ~5 FTC BANNFULL WIDTH _i5 Ffi BANKFULL TO EASEMENT
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1. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM
SIDE OF THE STRUCNAE Ii; DIAMETER FROM THE TOP
OF THE LOG,
2. FILTER FABRIC SHALL BE NAILED ON 12 INCH CENTERS.
3. FILTER FABRIC SHALL BE BACK FILLED AND COMPACTED
WITH MATERIAL EXCAVATED ON-SITE.
4. FILTER FABRIC SHALL BE BURIEO IN THE BOTTOM OF
THE CHANNEL AND SHALL BE PLACED THE ENTIRE LENGTH
OF THE STRUCTURE.
BANKFULL
BURIED LOG-
20°-30°-~/
PERMANENT FORD CROSSING
SCALE: N.T.S.
WATER DNEASION
CHANNEL (2' WIDE x 8" DEEP)
LOG VANE
SCALE: NTS
MAIN TRIBUTARIES
CHANNEL
VANE ARM LENGTH 25 8
EDGE OF WATER
~~ d~
F~
i
i .
/ ~
/ ~
EXPOSED LOG / ~
/
FILTER FABRIC /
~/
P ~ / SCOUR POOL
BURIED LOG ~ /
l ~!
I - ~ /
~ :l TOP OF BANK
I .l
EDGE OF WATER
PLAN VIEW~~V //
TOP OF LOG SHALL INTERSECT
CHANNEL INVERT AT MID POINT
OF CHANNEL BASE WIDTH
NOTES:
1. LOG IS HARDWOOD MINIMUM DIAMETER
OF 18", LOG IS BURIED MINIMUM OF 3 FT.
ON BOTH ENDS.
2. VANE ARM LENGTH IS THE LENGTH OF THE
EXPOSED LOG BETWEEN BANKFUL AND
THALWEG INVERT.
a KO ~ ASSOCIATES, P,(
Consulting Engineers
69 IPMDOY MdY,9xl8 M1 W81fJ6NA A611
DEAGNED BY:
Axbm EnvYaxnental, Inc.
FILTER FABRIC
BACK FILLED AND COMPACTED
WITH MATERIAL EXCAVATED ON•SITE
EXISITNG GROUND
BURIED LOG
SECTION A-A

IHRIE AOIE ~ 28
PROlEC7 FNGINEEL
pP~`H CAI ~ ~
~. QEI ..... ~.~} ~.
" ~ 20253 ¢" ;
w''+.f ~!
~p~¢~ CINE; ~\p~:
u, up~
HEADER LOG
O
O FOOTER LOG
SECTION B-B
STREAMBEO
ELEVATION
CON5R:UCRON KANS
TNffE AtlIE CREEK
~"" AVFIO'
PLAN VIEW

TYPICAL STEP POOL STRUCTURE
FILL SCOUR HOLE WITH CLASS 1 STONE,
e uiuiw iu nGOru ~ ~Nf:HFR nN T(1P (1F
----------------- ---
STREAM FLOW ~ BANKFULL
i
CONSTRUCTPEF
CROSS VANE DE
WITHASILLACRf
ARM TERMINII
CROSS SECTION A-A
COIR FIBER EROSION
CONTROL MATTING
:TEMPORARYIPERMANENT
ALONG WITH STRAW MULCH
R COIR FIBER MATTING
NOTE;
HEADERANDFOOTERSTONESARELARGE,ANGULARBOULDERS
MEASURING AMINIMUM OF 32" ALONG THE SHORTEST DIMENSION.
---
PROFILE B-6
FILTER FABRIC
UNDER ENTIRE STRUCTURE
TIE TO EXISTING GROUND
SURFACE WITH 3:1 SLOPE
~ nie wn i rWy
MINIMUM fi INCHES DEPTH
OF CLASS 1 STONE

FLOODPLAIN INTERCEPTOR
SCALE: NTS
3 FT. MIN PROPOSED
-~BANIffULL
/ ~ PROPOSED CHANNEL
0.5 FT. MIN ' ypR INVERT (THALWEG)
FLOW
EXISTING RIP RAP CLASS A
GROUND
SECTION A-A
s n
PROPOSED
GROUND LINE
m
v
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N
2
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a
m
s
0
m
s
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a
0
Y
SECTION B-B
AIP RAP CLASS A
WITH FILTER FABRIC
RIP RAP SHALL BE A
MINIMUM OF i FT
IN DEPTH.
KO & ASSOCIATES, P.~
MARSH TREATMENT AREA a ~~ ~~~ N~nr
SCALE: N.T.S. OC~SIGNED BY:
INLET SCALE
! I Axbm Environmental, Ina
LOG SILL OB
RIP RAP AS ^
DETERMINED BY
DESIGNER
1/~OUTLET SWALE
,`'• , TOP OF BANK
O~ ••••, ~'~_~'---_. BOTTOY OF BANK
~~,•"••••••...••......•.... CENTERLINE
~~~~'~-~---• BOTTOM OF BANK
TOP OF BANK
PLAN VIEW
cuoua eun ucaaeconus urvruoa
1.5 - 2.0 FT
BELOW TOP OF CROSS-SECTION A-A
LOG SILL
1.5 - 2.0 FT
BELOW TOP OF
LOG SILL OR LOG SILL
AIP RAP A3
DETERMINED BY
CHANNEL DESIGNER DITCN INVI
CROSS-SECTION B-B
NOTE:
FLOODPLAIN INTERCEPTORS SHALL BE PLACED ON-SITE
ATAREAS SPECIFIED IN PLANSANDIOR BY DESIGNER.
NOTE:
1. SEE PLANS FOA APPROXIMATE DIMENSIONS.
2. DIMENSIONS OF OUTLET SCALE SHALL BE CONSTRUCTED TO
SIMILAR 3I2E AS INLET SWALE OR AS DIRECTED BY DESIGNER.
EP
:Cf REFERENCE N0. SNFET N0.
TIMES AVIE 1D
P0.01ECf ENGINEEk
pnn
of ~ '~~~
~S B
53 r
A ~ fNCINEE,. ~~~;~
ti 1''' ~
~4.~7N-W~~~~
mW
corlsTRUCnoN Ih~
THMiE AVIE CdEEX
~`` AVERY
~ ~
PLAN VIEW

SUGGESTED STREAM STAKEOUT PROCEDURE
SCALE: NTS
® FLAGISTAKE OUT FIRST PT.
® FLAG/STAKE OUT FIRST PC.
® FLAG/STAKE OUT THE NEXT (CORRESPONDING) PT.
® FLAG/STAKE OUT RADIUS POINT.
® FLAGlSTAKE OUT POINTS ALONG THE THALWEG IN THE MEANDER
BEND BETWEEN THE FIR5T PC AND CORRESPONDING PT.
® FIND MID POINT BETWEEN FIRST PT AND FIRST PC. LAYOUT RIFFLE
CROSS-SECTION (PERPENDICULAR TO CHANNEL}.
® FIND AMPLITUDE OF MEANDER BEND. LAYOUT POOL CROSS-SECTION
(PERPENDICULAR TO CHANNEL).
® FIND MID POINT BETWEEN RIFFLE CROSS-SECTION AND POOL CROSS-
SECTION. LAYOUT A CROSS-SECTION THAT TRANSITIONS BETWEEN
THE RIFFLE AND POOL CROSS-SECTION HERE (PERPENDICULAR TO
CHANNEL).
9. SPRAY PAINT THE CHANNEL PATTERN USING THE CROSS-SECTIONS
THAT HAVE BEEN LAID OUT.
TRANSITION BETWEEN
POOL AND RIFFLE WIDTH
Q~
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A
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91~~ \ Q~
<F A ~d di,
RADIUS SIC C ~
POINT X Ty /~ ~` ~ i
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® ` /
'0T ®9ri0~i . ~~h%
QG
POINT
TRANSITION BETWEEN
POOL AND RIFFLE WIDTH
~~
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~~~~~
n0
V
O
a RO ~ ASSOCIATES, P.C.
Consulting Eugineera
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Axiom ErniralmeMal, Inc.
6
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BW = BASE WIDTH
BKW = BANK WIDTH
TYPICAL SECTION - RIFFLE
TW
~:_l
BKW ~ BKW
--T--
BW BW
TYPICAL SECTION - POOL
© nj
BKW~---B~-----
BW BW
TYPICAL MIDDLE SECTION BETWEEN RIFFLE AND POOL
TW
Di0
BKW ~ BKW _
I
8W BW
QG
Z
H
3
J
O
O
a
TRANSITION BETWEEN
POOL AND RIFFLE WIDTH
BANKFULL LINES
TRANSITION BETWEEN
POOL AND RIFFLE WIDTH
CONSTRUCTION PUNS
THREE AUIf CRS(
~'" A49T9
°g OlOR
SEE DETAIL SHEET 2E FOR CHANNEL DIMENSIONS

RO BG tL7SOCIATES, P.C. ERGIEQ REFERENCE NG. SHEET NO.
m~ tug
SUGGESTED STREAM STAKEOUT PROCEDURE a
ConaultingEn$ineere
mu Ruxaw< Mer,a~ w RY&(+BNGrmw
Ref ~~
P0.G1ECi ENGINEER
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CHANNEL DIMENSION S ,
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r~IGNEO at:

Wdom Environmental
Inc.
,

A
B
C
D
E
F

A
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D
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4

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CONSIRUCtION PIAPS
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CHANNEL DIMENSIONS
MAIN MAIN TRIBUTARY 1 TRIBUTARY 2 TRIBUTARY 3 TRIBUTARY 4 TRIBUTARY 5
10+00 - 30+55
BANK BASE
WIDTH WIDTH 30+55 - 52+35
BANK BASE
WIDTH WIDTH
BANK BASE
WIDTH WIDTH
BANK BASE
WIDTH WIDTH
BANK BASE
WIDTH WIDTH
BANK BASE
WIDTH WIDTH
BANK BASE
WIDTH WIDTH
11.3' 9.2' 13.6' 11.1' 2.85' 2.05' 2.85' 2.05' 2.85' 2.05' 2.85' 2.05' 2.85' 2.05'
11.3' 9.2' 13.6' 11.1' 2.85' 2.05' 2.85' 2.05' 2.85' 2.05' 2.85' 2.05' 2.85' 2.05'
1.85' 0.5' 2.1' 0.5' 0.9' 0.25' 0.9' 0.25' 0.9' 0.25' 0.9' 0.25' 0.9' 0.25'
27.6' 0.5' 33.3' 0.5' 6.6' 0.25' 6.6' 0.25' 6.6' 0.25' 6.6' 0.25' 6.6' 0.25'
6.6' 4.85' 7.9' 5.8' 1.9' 1.15' 1.9' 1.15' 1.9' 1.15' 1.9' 1.15' 1.9' 1.15'
19.4' 4.85' 23:5' 5.8' 4.7' 1.15' 4.7' 1.15' 4.7' 1.15' 4.7' 1.15' 4.7' 1.15'
CHANNEL DIMENSIONS
TRIBUTARY 6 TRIBUTARY 7 TRIBUTARY 8 TRIBUTARY 9 TRIBUTARY 10 TRIBUTARY 11 TRIBUTARY 12
BANK
WIDTH BASE
WIDTI~ BANK
WIDTH BASE
WIDTH BANK
WIDTH BASE
WIDTH BANK
WIDTH BASE
WIDTH BANK
WIDTH BASE
WIDTH BANK
WIDTH BASE
WIDTH BANK
WIDTH BASE
WIDTH
2.85' 2.05' 2.85' 2.05' 1.3' 0.9' 1.3' 0.9' 1.3' 0.9' 2.85' 2.05' 2.85' 2.05'
2.85' 2.05' 2.85' 2.05' 1.3' 0.9' 1.3' 0.9' 1.3' 0.9' 2.85' 2.05' 2.85' 2.05'
0.9' 0.25' 0.9' 0.25' 0.5' 0.25' 0.5' 0.25' 0.5' 0.25' 0.9' 0.25' 0.9' 0.25'
6.6' 0.25' 6.6' 0.25' 2.2' 0.25' 2.2' 0.25' 2.2' 0.25' 6.6' 0.25' 6.6' 0.25'
1.9' 1.15' 1.9' 1.15' 0.9' 0.58' 0.9' 0.58' 0.9' 0.58' 1.9' 1.15' 1.9' 1.15'
4.7' 1.15' 4.7' 1.15' 1 .7' 0.58' 1.7' 0.58' 1.7' 0.58' 4.7' 1.15' 4.7' 1.15'

a
0

~)
BEGIN TRIBUTAF
STA 10+00.00
CONTROL PT 605 N=825877.2263
N=825336.4390 E=1118739.1677
E=1119956.7220 ELEV=
ELEV=3018.8750
BEGIN TRIBUTARY 3
STA 10+00.00
N = 825930.3312
E=1119118.4082
ELEV=2871.66
~i
BEGIN TRIBUTA'
STA 10+00.00
N = 826116.0236
E=1119045.0313
ELEV=2857.46
STA 13+83.45
N=826359.0497 ~~,••
E=1419109.8818
ELEV--'+2,856.88 ~/ ~
\ y,Y"
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~~~~
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a
a
STA 10+00.00
N = 826691.6095
E=1119560.5084
ELEV=2864.38
..~ _..
CONTROL POINTS AND LOCATION MAP
BEGIN TRIBUTARY b
STA 10+00.00
N=825763.3687
4 E =1118020.1918
ELEV=2864.61
.,
~ BEGIN TRIBUTARY 5
STA 10+00.00
~I N = 825798.5717
E=1118176.4666
- ELEV=2861.88
.-~"~ ,.

-- ~ ~ d
STA 12+27.98
N = 826015.8229
E=1118581.8509
,f"~ ELEV=2852.48
~~~~ ~ END TRIBUTARY 3 NC 194
~~` ~ STA 13+39.59
N = 826063.4972
E=1118881.3587
ELEV=2855.06
END TRIBUTARY 2
STA 11+33.01
N=826058.2166 END TRIBUTARY 5
E=1118931.6883 STA 12+44.38
ELEV=2856.27 N=825943.0336
E=1118044.9589
BEGIN TRIBUTARY 1 ELEV=2847.35
STA 10+00.00
N =826690.8140
E=1119151.1541
ELEV=2872.22
STA 11+36.57
CONTROL FT 600 N=825890.5591
N=826737.1440 E=1117955.4943
E=1119305.2490 ELEV=2847.67
'4.6340
fV=024/011."L441
E=1118194.6880
ELEV= 3164.1760
BEGIN TRIBUTARY 6A
STA 10+00.00
N = 825752.5901
E=1117985.3509
ELEY=2866.70 ~,
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END TRIBUTARY
STA 12+02.74
N =825917.0709
E=1117918.8203
ELEV=2846.54
STA 12+75.34
N=825724.4673
E=1116693.4537
ELEV=2831.27
N = 02614Y.YU I U
E=1117259.0630
ELEV=2863.4510
~=
END TRIBUTARY 9
NOT TO SCALE
BEGIN TRIBUTARY 10
STA 10+00.00
N=825335.0983
E=1116236.4453
ELEV=2828.12
STA 10+00.00
N=825261.8170
E=1116259.5766
ELEV= 2836.81
STA 10+43.29
N = 825422.2052
E=1116339.4623
ELEV=2829.74
END TRIBUTARY 10
STA 10+38.47
N=825344.9595
E=1116202.6437
ELEV=2828.12
STA 11+09.64
N=825320.8914
E=1116177.2539
ELEV=2828.48
I ~ \ END MAIN CHANNEL
STA 52+35.33
N =825234.9682
E=1115937.3081
ElEV=2822.27
CONTROL PT 601
N = 825590.0180
E=1115798.0100
ELEV=2839.1020
END TRIBUTARI
STA 17+65.85
N = 825265.39&
E=1115975,0581
ELEV=2822.45
END TRIBUTARY 12
5TA 11+36.25
N = 825293.8718
E=1116078.5945
ELEV=2826.72
FOR STREAM DETAILS SEE ~IEEfS 2 1HRU 2F
FOR STRUCTURE LOCATIONS SEE SNEEIS 4 THRU 10
FOR STREAM ALIGNAAENf PLANS SEE SHEETS 11 THRU 21
FOR AUGNAAENi DATA SEE SHEETS 22 THRU 28
FOR STREAM PROHLE ~ SHEETS 29 1NRU 33
corKrRUCnoH nArl
1HREF A9U CR®(
0198
~,.-
BEGIN TRIBUTARY 7
STA 10+00.00
N = 825962.0471
E=1116788.8466
ELEV=2837.36
END TRIBUTARY 7
BEGIN TRIBUTARY 9
STA 10+00.00
N = 825415.6244
E=1116379.7316
ELEV=2829.74
BEGIN TRIBUTARY 8
STA 10+00.00
N = 825498.7397
E=1116558.5225
ELEV=2831.36
Cones
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Abam E:nvironmeMal, Inc.
CONTROL PT 606
N = 824456.3530
E=1115939.3320
ELEV=2998.7270
BEGIN TRIBUTARY 12
ol''
STA 10+00.00
r~ N=825253.3120
~r~ E=1116194,0969
;~ ELEV=2830.33

P ~ RO & ASSOCIATES, P.C. PROTECT REFERENCE N0. sNEEr N0.
PROPOSED CHANNEL ALIGNMENT AND STRUCTURE LOCATIONS a ~c ~~~,~„ TM~ P~0.0,ECTENGINEER `
' 25 0 50
. •.~
SCALE
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/
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_ ~ ~. - .-_
~~.~~ /
BEGIN"<MA CH
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N = 825~~~1:~~Q95 ~ ~ ~ " ~ VANE , - ~~ / / ,~r / ~ ~ "
E=11195~0.~084,~ ~~ .~ / // / ~ ~ ROCK CROSS
EtEV= 2854.3$-' ~ / / /, 7-HOOK VANE Axian Environmental, Inc.
~. ,. y.; / / / rr'fi ~ L ~ ~ ^~''e~~ VANE
,,, :r >` MAII~,C-H7~NNEL / ~ ~ ,
. , ~ ~ ~ ~ ~,, ~ /~~ ~ " ~ ~ ~ ~ I ~ ~ ~ ~ LIMITS OF CONSTRUCTION I"
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1
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~'.;c,; ~' ~~ \ Q\\~\ , ~ ~y `•• BANKF~IILo- THALWEG DITCH PLUG ~\_ ~ ~'~~~~~ °-- ~
' - LIMITS OF CONSTRUCTIO r" -~ - ` ^ \
. /I \ .; \ ~, /STEP POOL / _ ,/
~ ,
`.~ / ~ - •, .\ ,, \ ~ `~~ ~ STRUCTURE / . ~ `i----- ~ ~ _ ;
•• _
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/ • ~ \ , . \ • -\\ \ ~ ~ ~, 2z, _ _\ , \ i-" END .TRIBUTARY 1 ~'
/ ~ ,_ ,.
~, \ '~ , ° ~ ~ ~,^ " ~ STA 13 ~ 83.45_ ...
~~ ~~~ ; \ \ `a ~' ~. _ ' ~ ~\s9~ ~ ~ STEP.POOL ~/ ,~t" ~ '.. _
~ ~ \ PASO ~ ~ `, \ \ ~ ~ ~ ? ' STRUCTURE ~ J ~ .~ /. s~ EASEMENT LINE - -- - _
.,
\~~~~MP \~~ \\R~ \ _~., ~_---~ ~ "-- ~ .. . / / ~, : \ ~ IMPERVIOUS ~ ~_~ ------
R ~ _ ~ • /
' / i
~..
v , ~ ~ \ _ ~ ~ ~~IMITS OF CONSTRUCTION ` \ / / ~~I'/ v • .. -
_ _
BEGIN _ TR UT' ~1, ~ ~, _/ I^` - _ '~^ ` TRIBUTARY 1
NOTES: ~'~:~ ~ ~~,_. STA 10+00. ~\ ~ ~ ~~ . _ _
1.) CONTRACTOR SHALL NOT UTILIZE IXISTING BRIDGES ~ k \\~ / ~ ~
°~ ON SRE TO CROSS CANE CREEK WITH CONSTRUCTION ~ , 826690.8140 ' - ~ ~ ~ ' ; / - ~
/ PROPOSED
° EQUIPMENT.
-~T1~~1.1541 \ ~ \ ~~ ~ ', r- ' ' _ / BANKFULL. ~ ~-
2.) CONTRACTOR SHALL MINIMIZE IMPACTS TO WETLAND~~ EL 872'.2 - y - ~ \ ~ / -' - - .
RESTORATION AREAS SHOWN ON PLANS. \ `A'ti ' : \ ~ \ ~ \ ~ ~ ~ PROPOSED ~ _ _
a FOR STREAM DETAILS 5EE SHEETS 2 THRU 2F =. ~ > .. ~ ~ \ NC \ \ ~ ~ ~ ,~ _ 1 _
E FOR CONTROL POINTS AND OVERVIEW PLAN SEE SHEET 3 ~ ~ "' ' ~ J ~ / ` ~
;m FOR STRUCTURE LOCATION PLANS SEE SHEETS 4 THRU 10 ~ ~ ~ . ~ ~ ~ - _. _ __ ._ L -, ~
FOR STREAM ALIGNMENT PLANS SEE SHEETS 11 THRU 28 <- .. ~a ~ ___ ,' ~ ~ -_ `~
~% U 33 _. _... -__
CONSRAILMON MANS
TNMf MItE CI~c
~' AY9M'
FOR PROFILES SEE SHEETS 29 THR _ ~. ~ -

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a
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KO & ASSOCIATES, P,C, PRO,E" ~F~r~ "°' ~,~ "°'
n+arE rug s
- oa? PROPOSED CHANNEL ALIGNMENT AND STRUCTURE LOCATIONS \ ~~ ~~~ ^~~
.,
-- ,~G:~~ '' ~' _ 0~ ~'~ BEGI TRIBUTARY 3< `~ \ ~ . ~ ~ - sca~E .
/~ ~ _ ~~°
~, ,
. ~'' ~ i~~~ y\ ~ Q+ .00 \~ ~ ~', \~ _ ~ ~~ \ ~ \ ~ ~'` A: 402531
- ~ ~~., ~ ~ ~ ~~ I~---.8259 0~312~~' ~ ~ ~ , , ~~~ ~. ~~. ~~, ;. ~ ~ ~,,~E.~ ~KEE~:
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a~ , .., ELEV-2 .6,6 ~\ ~ . ~ \TR ~ / - y ~ \ '``~, ~ ,~ omcN® ar:
~-
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>~E~il~t TRIBUTARY 2, : ~ ~ ~ • • ~ ; ~ ,~ TRIBUTAR - ~ ~ ~ ~ ~ ~ ~ ~; ~~ ~ ~~~ -~ ' ~ t=~~ ~` ~~~ ~ ~ _ - ~
`~ ~
~- \ ~ z
STA 1Q~O~QaI ~ ~ r ~ ~ ,. , \ \ ~ ~ -- - ~ %~~ ~ ~ \ , ~ ~~ ~ ~ ~
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N-826116.0236 ;~. , \ , ~ . ~ - ~~ ,
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s
- ~= YN 9045.0313 v X01' y r ~ ~ ~ ~~ ,\ S~`\ ~ ~. ` EA _ NT tfN~ - - /, ~r~ \ \ \ `' \ ~ \ Axbm Environmenhal, Inc.
~_
ELEV=2857.46. :- ~ 1.~ - I ,~~ ~ __ ;~ \ \ ~ ~ . ,.~
+ -
~ ~ . I ,~ ~ PROpOSf0. ~^ ,~ , , :. -_ ;, BEGIN TRIBUTARY' 4 ; , ~ .:
` ~,
_~,- f ~ I ~. i \,\ BANKPULL ~ ~,; - -- _ -= _ -~ \~~,,\ ~>•,~ la=~oaoo,:~~ \ ~=-;
;~__
"~,-, _ ~ ~~ 8258 ~ ~b
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/ - .\ I ~. ~ ~ t PERVIOUS'[91 P4~ ~---- W ~~ -11187 9Tb7 \ `'
_-E- ~`
~,,.,~~ 1 ` _ ,, _ - __ ~~ -. _ ELF 28 422:.,\ ~~; .
~ ~ Mir ~ ~ ~~.,.,~'`i ~ _ .~ .~ _ STEP POOL ~ ~ - ~ _ ~ - I ~ ~ ~~ "~ ~,~~;
,.
,~ ~ ~ ~
~ _ _ STRUC-TURE~V ~~ ~ _ ` ~ _ I ~~;: ~ o ,\ \\ \~\ _ ~\
~~ ~. IMPERVIOUS -. _ _ ~ . ' - ~, ~ ~ , \ ~, ' `\ ~
__
3 ~. ,, . ; .DITCH PLUG - ~ ~ ~ ~ ~ ~
~TP,fE FAP,M
o ~ ~ ~` ~~- ~r5- - ~ _. _ . _ _ .PROPOSED \ ~ItIBUTARY ~ \
~~ ~
- iRIBUTi~1tY 2 ~`: ; ~ 1 ~~ ~- '"'~ ; ` ~,~_ _ -. ~ __ -aAN>_cFUU.:. ~ `~~ 't\ : ~: \ . ~ -
~ _
o
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I ~ ~ ~ ` ~ 1 '`~,\ ,.~ : ~ ~ '~ ~ ~OCK CROSS ~ '~ T ~ i~' , \ -
~~
VANE~~ '
._ ~ ~, A ~~~ `. ~
_,
_ _ _ ~ ~ ; STEP POOL ; '.m-,,,
,_ ~ __ ~ ~ -
,:: CTU
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i `
_ _
LOG VANE ` ~,~~ /' ~ , .. \ \. \\ ~_, ~\ - ` ~ ~ ~ ~
G \?,~ . ~~ , ~ `O
- ~
~i MAIN CHANNEL ~ FARM
.,
...
_ \ _. h
~ ~ ~ ~ END IBUTARY' 2 \ \ - ~
-. ~,
y~~, ' // TREE FARM N PROPOSED ~ ~\_ 02
~~~~ / EASEME NE THALWEG ~~ ~,~
y% ~ y
oZ END TRIBUTARY 3 LIMITS OF CONSRUCTION ~
~ ~, ~ ~ ~ ?
~~,
k
op -'
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d FOR STREAM DETAILS SEE SHEETS 2 THRU 2F
• 'e FOR CONTROL POINTS AND OVERVIEW PLAN SEE SHEET 3
FOR STRUCTURE LOCATION PLANS SEE SHEETS 4 THRU 10
~~ FOR STREAM ALIGNMENT PLANS SEE SHEETS 11 THRU 28
' ~; FOR PROFILES SEE SHEETS 29 THRU 33
LEGEND
ROCK
CROSS VANE STEP POOL DROP
STRUCTURE

_ PROPOSED
FORDCROSSING
J~HOOKVANE ~./ PROPOSED
~.../ CHANNEL
: LOG VANE ® F
R
OPOSEDCHANNEL
LL
I
® SS TREATMENT ~
RMAR UG VIOUS DITCH
P
~
A L
STA 13+39.59 ,' ~
.~
- ~ ~ ~
\ ~
~~ ~,~ ~~ END TRIBUTARY 4
~. -; STA 12+27.98
ll ONTRACTOR SHALL NOT UTILIZE EXISTING BRIDGES \
ON SITE TO CROSS CANE CREEK WITH CONSTRUCTION
EQUIPMENT. t'I~, ~ P~
2.) CONTRACTOR SHALL MINIMIZE IMPACTS TO WETLAND , ~ mr~ ~ dt®c
RESTORATION AREAS SHOWN ON PLANS. ~ > ~ ®`" Avon
^
- - °~ owe

apo ~ ,CCO~i~r~~c' P.n. PROTECT PEFEAENCE NO. SHEET NO.
EL ALIGNMENT AND STRUCTURE LOCATIONS 1~ ~~t~SJ~O$ E1t1~1 e0ere l~ TM~"'~ 6
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PROPOSED CHANN ~ ,~~„ ~~~.~nHn PROIEIT ENGINEEI
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ROCK CROSS VANE
N TREE FARM"
LEGEND
ROCK
CROSS VANE STEPPOOLOROP
STRUCTURE
_ PROPOSED
FORD CROSSING
J-HOOKVANE ~--./ PROPOSED
~....../ CHANNEL
LOG VANE ® PROPOSED CHANNEL
FILL
~~ TREATMENT RVIOUS DITCH
P
U
G
L
- ~ . ,~_ ,
;,, - .---
_.
'~ ~
I .~' . '
\ \ ~ ~ ~~G
L
~`~ ~ J _ /~
\ ~
~~,~=~~ MAIN CHANNEL
PROPOSED _/ ~ =
THALWEG ~
PROPOSED
BANKFULL

LIMITS OF CONSTRUCTIOP(=' ~-
~ ,
NOTES:
1.) CONTRACTOR SHALL NOT UTILIZE EXISTING BRIDGES
ON SITE TO CROSS CANE CREEK WRH CONSTRUCTION
EQUIPMENT.
2.) CONTRACTOR SHALL MINIMIZE IMPACTS TO WETLAND
RESTORATION AREAS SHOWN ON PLANS.
- ~
I s' ' ~,
i`
~ i
'.i ~I.
r ~
~' I
~~;
',
FOR STREAM DETAILS SEE SHEETS 2 THRU 2F
FOR CONTROL POINTS AND OVERVIEW PLAN SEE SHEET 3
FOR STRUCTURE LOCATION PLANS SEE SHEETS 4 THRU 10
FOR STREAM ALIGNMENT PLANS SEE SHEETS 11 THRU 26
FOR PROFILES SEE SHEETS 29 THRU 33
h ~ ~~~ + \~
SWALE FOR ~
POSITIVE FLOW 3
w
END TRIBUTARY 6A , -
STA 11 +36.57
END TRIBUTARY 6
STA 12 +02.74
0
Z
i=
jN
I~
~N
''' END TRIBUTARY 5 cONmlucnoN Pura
STA 12 +44.38 '"~ ~'~ `"~`
mum: AV61Y
-..
N
°~ owe

PROPOSED CHANNEL ALIGNMENT
AND STRUCTURE LOCATIONS
a RO h ASSOCIATES, P.C.
Consulting Engineers
ma m+aoa, wr.ews xa uura.s~trcn
mn m.eaee
25 0 50
SCALE
NED BY:
A>oom Emmonmental, Inc.
0
W
2
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0
0
L
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d~ FOR STREAM DETAILS SEE SHEETS 2 THRU 2F
;~
\~
1
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~~
~~ _
\\
~S+
2
1 ~ \
~I 11 '~ ,.
~~ ~\
I I __ _
I I 1 ~1 .ten i ~ _ ~~~~„~.. ~l , `~
• FOR CONTROL POINTS AND OVERVIEW PLAN 5EE SHEET 3
mQ FOR STRUCTURE LOCATION PLANS SEE SHEETS 4 THRU 10
FOR STREAM ALIGNMENT PLANS SEE SHEETS 11 THRU 28
C„ FOR PROFILES SEE SHEETS 29 THRU 33
w
EASEMENT LINE >" ~``~ ~ ~'
---~
~~ ~ _.
_ _ _ .-
.---~ - -
.._ - __
- _.
/'
-. /: _+
NOTES;
1.) CONTRACTOR SHALL NOT UTILIZE EXISTING BRIDGES
ON SITE TO CROSS CANE CREEK WITH CONSTRUCTION
EQUIPMENT.
2.~ CONTRACTOR SHALL MINIMIZE IMPACTS TO WETLAND
RESTORATION AREAS SHOWN ON PLANS.
SHEET
i
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LEGEND
ROCK
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STRUCTURE
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p~ FORD CROSSING
{uJ J-HOOKVANE ~--~ PROPOSED
l ~ ~~ CHANNEL
: LOG VANE ® PROPOSED CHANNEL
FlLL
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PROPOSED CHANNEL ALIGNMENT
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LEGEND
C OSSVANE STEPPOOLDROP
STRUCTURE
_ PROPOSED
FORD CROSSING
J-HOOKVANE ~/ PROPOSED
~./ CHANNEL
: LOG VANE ® PROPOSED CHANNEL
FILL
® ASS TREATMENT ~ GRNOUS DITCH
PL
U
-.
__ ~ / -
FOR STREAM DETAILS SEE SHEETS 2 THRU Zf - ~ / i . ' - _
FOR CONTROL POINTS AND OVERVIEW PLAN SEE SHEET 3 ~ -.- ~
FOR STRUCTURE LOCATION PLANS SEE SHEETS 4 THRU 10 `~yy~~ ~!~ ~~~/ ~ ~~.; j /~/ TRIBUTA F'~ : ~ jr~
FOR STREAM ALIGNMENT PLANS SEE SHEETS 11 THRU 28 ~ ~ ~ ,~, T .i !. - ~ i ~ ~
FOR PROFILES SEE SHEETS 29 THRU 33 - - /~ .%: = % / i ~ ~~ f ^
~~~
NoTES• __ ~ "~$fGIN% I~fBUTARY 7 ~~ ~~~ ~/~,~~ ; <~~~
1.) CONTRACTOR SHALL NOT UTILIZE EXISTING BRIDGES STt~'fO~+ OO.OO , ' ~~, J - ~ ~ ~ i .' +- ~' ~
ON SITE TO CROSS CANE CREEK WITH CONSTRUCTION
EQUIPMENT.
2.J CONTRACTOR SHAH MINIMIZE IMPACTS TO WETLAND
RESTORATION AREAS SHOWN ON PLANS.
=825962.0471
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W - _` TRIBUTAR~.1 STA 12-+75.34 _ __ (~'1
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a RO ~ ASSOCIATES, P.C.
PROPOSED CHANNEL ALIGNMENT AND STRUCTURE LOCATIONS ~ ~~ ~NG~
25 0 50
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--- BEGIN TiiIBUTATtY-8__ _ . ~~_^
BEGIN BRAIDED CHANNEI' END BRAIDED CHANNEL ST~i 10+,00.00 -~ ~ ~c°~~-_' - - -
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DEIGNED BY:
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= H PROPOSED DRIVEWAY - `- - -
N - - -REALIGNMENT _ ... ~ ~ 1c~AZ _ _ ._. -~ ~ ~ cROROSS VaNE STERUCTURE ROP
SE~'13~A~L SHEET EC-2A) _ • .
_.- D
~Ca`~ ,` ~ ~ --' ~ ~ N) CONTRACTOR SHALL NOT UTILIZE EXISTING BRIDGES FORD CROSSING
-~ ~" ` "`^"~ ~ ` -_ . `~ ON SITE TO CROSS CANE CREEK WffH CONSTRUCTION J-HOOKVANE ~--./ PROPOSED
_.. '.
~~~, FOR STREAM DETAILS SEE SHEETS 2 THRU 2F EQUIPMENT. ~_.__/ CHANNEL
\ = ~ k ~ ~ FOR CONTROL POINTS AND OVERVIEW PLAN SEE SHEET 3 y,) CONTRACTOR SHALL MINIMIZE IMPACTS TO WETLAND =LOG VANE ® FlLOPOSED CHANNEL
-- __
V ~ ~k FOR STRUCTURE LOCATION PLANS SEE SHEETS 4 THRU 10 RESTORATION AREAS SHOWN ON PLANS.
~. ` `_ _ FOR STREAM ALIGNMENT PLANS SEE SHEETS fl THRU 26 ®MARSH ntEAnaENr IMPERNOUS DffCH
' ` ~ FOR PROFILES SEE SHEETS 29 THRU 33 AREA PLUG
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THREE ~uIE CIOB(
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~ RO & ASSOCIATES, P.C. ~°'~'
PROPOSED CHANNEL ALIGNMENT AND STRUCTURE LOCATIONS a cunsnlhng Engineers '
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POSED~3~OIL PAT ~" ~ ', .: j / ~;,./~ ~ ,.~\\.~\ ~' ~ ,~ . i ~ ;
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NOTES: ~c LIMITS-0~ CONSTRUCTI01~ / ,
0 1.) NN SITE 0 C OSS NCANE CREEK WITHN CONSTRUCTION '~ - ~ /
% EQUIPMENT.
E 1. CONTRACTOR SHALL MINIMIZE IMPACTS TO WETLAND FOR STREAM DETAILS SEE SHEETS 1 THRU 2F
fOR CONTROL POINTS AND OVERVIEW PLAN SEE SHEET 3
4Q RESTORATION AREAS SHOWN ON PLANS. FOR STRUCTURE LOCATION PLANS SEE SHEETS 4 THRU 10
~y FOR STREAM ALIGNMENT PLANS SEE SHEETS 11 THRU 28
m FOR PROFILES SEE SHEETS 29 THRU 33
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LEGEND
ROCK
CROSSVANE STEP POOL DROP
STRUCTURE
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pOQ FORD CROSSING
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PROPOSED ALIGNMENT DATA TABLE
TRIBUTARY 1
STREAM ALIGNMENT DATA
STATION CURVF/TANGENi
NUMBER NORTHING EASDNG CURVE LENGTW
TANGENT LENGTH (FT) CURVElfANGENT
BEARING CHORD
LENGTH (FT) DELTA
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1M16~
TRIB1-1 PC
CC 826,874.BAp.T
828,B7A.BN1 1,119,1x.1718
1,119,187.8010
5.81'
531.0757E
5.57'
72'O9'30'LT
14.58
10~21.00 PT 828,689.9179 1,i1A,157.a70
S 42'07 3rE
10+28.83
TRIBt-2 PC
CC 8246x1618
BT6,835.8n1 1,119,1821824
1,119,152.8817
10.03'
S9'5500E
13.31'
x'1850 RT
1255
10+4286 PT 828,851.1585 1,119,184.4880
52711'21'W
1W5680 PC 818,&18.3878 1,118,158.4184
TRIB73 CC 8248318858 1,119,1~.55n 1245 Sr3840E 11.93' 5C 3810 LT 12.00
1W71.OB PT 62e,e24.574e 1,119,180.0288
$3r 14'SrE
1MT673
TR181~ PC
CC 826,618.4862
828,811.5[89 1,119,1x.8768
1,11&155.5130
11.83'
ST5851'E
11.31'
50581PRT
11.50
f0~9D.58 Pi Hk,Bm1991 1,119,188.2N3
S 21'31Y4'W
11+09.71 PC 816,585.0855 1,119,161,42m
TRI81d CC 826,590.4601 1,114179.0193 14.45 S N' 3T 31' E 19.87 88' 1T 31' LT 1250
11+18.17 Pi 826,581.8786 1,119,168.1759
344' 481r E
11+1A.M

11N7.65
TRIB1-0 PC
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Pf 8245738723
828,5x,8888
826,5825177 Lf19,172115D
1,119,183.2419
1,119,175.5244
1210
31T0701'E
1184'
55.2837 RT
12.50'
S 104215' W
n+s1.71 Pc a245szsea9 L11e,t73H3s7
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11M2.x PT BM,x1.H781 1,N41768618
535'15 M'E
11+n.ae Pc em,530.350J 1,1141x.1125
TRIBt-0 CC 826,521.6805 1,114171.8&8 19.27 S P 28 ~' W 17.x' 73' 2T 31' Ri 15.00
11+88.29 Pi 828,5124151 1,114183.&531
S 38'11VTW
12.ae.1e Pc e265a.6u1 1,n9,m.sam
TRIB7-0 CC BM,4A8.90R 1,1141818x1 11.79' Sit'18 a'W 11.30 53'4526•LT ,258
1N17.A2 PT 828,483.5515 1,119,1769129
515.9730E
12+2T.a Pc 8144x.7627 1,119,1n.7A02
TRIB1-10 CC 828,/x.4084 11191B5.T1x 14.78' 31015'31'W 13.91' 3810 RT 11.50
12+41,80 PT 828,471.5488 1,118,173.4008
S 57 a'/D'W
iN80.A8 PC 826,159.7581 1,118,158.7870
TRIBi-11 CC 828,498.4590 1,118,174.8809 160T 53758'10W 17.77 307D'Ir LT 27.00
12+7B.D5 PT 824441.8882 1,119,148.8328
5104753'W
12+91.05 PC 818,4332173 1,119,1457857
TR181.12 CC 8264m.Ax7 1,119,126.3573 18.75 5403810W 16.08 '44'/B'RT 10.00
13+0881 PT 876,4144901 1,119,131.0181
S 87'2890W
13+1488 PC 826,415.7018 1,11 124.8898
TRIB1.17 CC 816,401.3870 1,118,130.8770 19.88 530'3510W 18.87' '4857 LT 1558
,3+3485 PT e1e,3a9.ee51 1,1141164207
S 01813' E
13M9.88 PC 828,989,5152 1,118,1165M1
TRIB1-14 CC 818387.1518 7119095.178 8.51' 30272TW B.M' '21'10 RT 21.5G
13+59.10 PT 818,980,1385 1,119,115.4Ax
510 070r W

PROPOSED CURVE DATA TABLE
TRIBUTARY 1
PROPOSED CURVE DATA TABLE
TRIBUTARY 2
CURVE DATA
RADIUS (h NORTWIG EA$T81G RADIUS (F'I)

Ti-1 826,B7B,BN1 1,114187.8010 14.50
n3 Hm,~Hn1 1,114152e9tt 12w
715 e2e,ml.e~e 1,1141885577 12.ar
Tu em,xl.5aB8 1,114155.5190 11.5&
Tt-0 825,589.4801 1,119,173.x93 1250'
T1-0 828,5x.8868 1,88,1837819 1250
M-7 828,519.9808 1,119,187.3931 14.00'
T1-0 824521.8805 1,118171.8819 15.00
Tf•9 8264A88D17 1,118,187.9x7 1250
Ti-10 828,481,40x 1,11A,165.71x 1250'
71.11 828,1981582 1,119,174.8909 27.9D'
T1-12 828iU17,Bx7 1,119,1269573 20.00
71.13 828,/01.9870 1,119,1398270 15.50'
T1-H 815,987.1518 1,114095.1741 21.58

CURVE DATA
RADIUS (q NORTHING EAS7ING RADIUS (PTI

72.1 826089.07& 1,118,x1.9896 115G
723 828,105.5382 1,118,015.4613 14.50
T2J &607xT1N 1,119,0&.8x0 11.50
72.4 826081.0787 1,118,982x74 11.5[
T2d 316055.5882 1,116WO.90B0 29.58
T2-0 826080.38x 1,1169281379 23.50

PROPOSED ALIGNMENT DATA TABLE
TRIBUTARY 2
STREAM ALIGNMENT DATA
STATN)N CURVFITANGENT
NUMBER NORTHING FASTING CURVE LENGTW
TANGENT LENGTH ffTI CURVERANGENT
BEARING CHORD
IFNGTH (F'f) DELTA
ANGIE ~

10+10,19
1RIB2.1 PC
CC 828,108,3185
826,099.ma 1,119,0x.5890
1,119,x1.9838
s.35
34D'1053'W
SsB
28'1G 7I'lT
115G
1W7555 PT B28,ta.3115 1,119,031.1274
s2r654rw
10+21.80
TRIB2-2 PC
CC 828,098.9279
828,1055382 1,119,078.3709
1,11B,a5.48p
12.95
5574793'W
12.59'
S1'11'x'RT
14.50
1Mx.55 PT 828,081.3371 1,119,018.4033
5701820W
10+50.82 PC 828,0860382 1,119,0024700
7RIB2J CC 826,m6.7779 1,119,0x.8010 3.38 Sx'S737W 337 104838'LT 11.58
105419 Pi 828,0888872 1,118,889.3099
S 81'2844'W
10+88.57 PC 828,080.97/4 1,1149864385
TRIB24 CC 818,DBi.mH7 1,118,982.x74 528' S74'3805W 5.27 28'18 /2'RT 11.50
fan.e5 Pr e2e,aJ9.seT9 t11e,9m.39oe
S 8r Q 2rW
10.25 PC 828,mA.07a 1,118,870.0021
TRIB2-0 CC 828,0.55.5882 1,118,970.9080 17.55 S68'275TW 17.14' 474859'LT 23.50
11+0280 PT 828,m21015 1,1149542892
545002TW
11+14.73 PC 828,083.7888 1,118,815.852/
TRIB28 CC 828,080.3881 1,11&929.2378 14.51' S6Y 470rW 14.29' 35'2710 RT 23.50
11+2925 PT 828,057.2115 1,118,933.7589
sea23'4rw

PROPOSED ALIGNMENT DATA TABLE
TRIBUTARY 3
STREAM ALIGNMENT DATA
STATION CURVEITANGENT
NUMBER NORTHING EAS7ING CURVE LFNGTW
TANGENT IFNGTFf (f T) CURVE7TANGENT
BEARING CHORD
LENGTH (F1) DELTA
ANGIE RADIUS (F'f)

1o.la.oo Pc e25,91D.eeea 1,1141ozem5
TRI831 CC 825,948.3319 1,118,110.7088 9.x' N 23' 3T 50 W 9.28 4T 3028' RT 11.50
1M2754 Pf 825,919.3581 1,118,088.2086
N 0.OT 10E
10+9451 PC B25,958.33D1 1,119,088.2213
TRIG&2 CC 825,958,9807 1,118,0x.1214 12.28 N24'OB'10W 11.90' 4027 a'LT 14.50
iDNB.n Pf 875,Bm.1919 1,119,081.3818
N 40194rW
10K4.47 PC 8L5,4723083 1,iW,088.61x
TRIB3-0 CC 825,8x1.1978 1,11BDBB155B 1487 N105T 33'W 14.22 5044'70 Rf 14.50
10+69.93 PT 825,985.7579 1,119,087.9813
N 102441' E
1M75.OB PC 825,981.4181 1,118,085.0313
TPoB34 CC 825,9831863 1,114073.7237 10.27 N15'x'S0W BAD' S0587V LT 11.50
108582 PT 826000.9788 1,119,0824582
N 40'x'30W '
16t93.m PC 828,008.8x4 1,119,On.4151
TRIB34i CC 825,899.3819 1,119,088.8808 J.49 N40182rW 388' 1r 273r LT 1150'
10'98.57 Pf 818,008,13M 1,119,m4.7796
N Sr 5810 W
11+OxW PC 828,x67135 1,1140x.2816
TRI836 CC 828,025.4830 1,119,078.3818 10.48 N3P 51'00W 10.17 5714'19'RT 1150
11+19.48 PT 826,0248140 1,119,058.8187
N04407W
11+32,3'1 FC 828,037.1890 1,119,057.8788
TRIG}7 CC 828,0957143 1,119,0131015 1478 NM'488'W 1818' 7001 it LT 145G
1152.13 PT 828,050.1288 1,119,ON.7B81
N83'4810W
11+90.60 PC 828,051.0141 1,119,096xx
TPo83-0 CC 828,0824710 1,1140975813 9.40 N 80 27 50 W 9.14' 40 48 N' RT 115G
11+10D0 PT 828,055.5572 1,118,02x3982
N 306830W
11+75.x PC 828,059.5813 11140258x6
TRIB3-0 CC 828,050.85x 1,1140137833 23.31' N80075SW 2088 970830 LT 1450
11+8x35 PT 8T6,06210x 1,118,90483n
S 50.574TW
1N09.91 PC 818,051.8148 111 8858842
TRIB9.10 CC 828,083.7388 1,118,98&4108 18.15 N88'5750W 1485 802840 RT 1150
12+28.08 Pt 828,0561050 1,118,880.x43
N 403820W
1Nx.37 PC 8280805955 1,118,8745740
TRIB311 CC 828,051.9817 1,11B,9B8.9n5 15.D7 N80 a'44'W 13.98' 74'5830 LT 11.58
12+49.39 PT 828,881.5513 1,118,980.8302
5502950W
12+8324 PC 824053.9072 1,118,949.0x4
TPo89.12 CC 826085.99% 1118x1.0782 17.72 N803001'W 18.87 OD'07 RT 74.50
12+80.86 PT 8260x.3426 1,114992.4693
N 509G 00W
12+91.88 PC 828,0842810 1 11 9140223
TRI83.19 CC 828015.3861 1118905.DM10 2218 N809P 00W 21.95 '070717 2958
13+1483 fR 828087,7985 1,118,897.8842
31727 50W

PROPOSED CURVE DATA TABLE
TRIBUTARY 3
CURVE DATA
RADIUS (~ NORHING FASDNG RADIUS (F7}

78-1 B25,9W.3319 1,119,110.1958 11.50
733 825,956.38m 1,119,081.7214 14.59
739 825,9x,1378 1,119,0881558 14.59
13.1 825,983.4889 1,119,079.7237 11.60
T9d 825,899.3x9 t,114ae6ae6e 1159
738 828,m5.4830 1,1140793818 11.50
737 825,035.7143 1,114013,2915 14.50
738 826,0824770 1,N9,OS7.5813 11.50
T3-0 e2665o.esx 1,114013.7839 1459'
79-10 828,989.7389 1,118,9884198 11.58
73.11 818,051.9817 1,1169868175 11.58
79-12 e26,o~.9ees 1,+16x1.o1e2 u.sn
79.13 816a58Ba 1,118,805.0x0 23,58

PROPOSED ALIGNMENT DATA TABLE
TRIBUTARY 4
- ~5
STREAM ALIGNMENT DATA
STATION CURVFJ TANGENT
NUMBER NORTH440 EABRNG CURVE LFNGi}9
TANGENTIENGTH CUR~ANGENT CARD
~ ~~ ~
RADIUS

18x.10
TRI841 Pc
CC 825,880.52N
825,8872580 1,118,1333547
1,118,7/2.8715
7,17'
N 11.59 20 W
7.08
5' M' 4' RT
11.50
1x1328 PT 825,88/.2341 1,118,731.1745
N0'Q7'a"W
1x21.98
TRa142 PC
CC 825,885.9208
825,8%.8870 1,118,731.1587
1,118,719,8581
811'
N20181YW
7.a'
402f 17'LT
11.58
1x3407 PT 825,9x.9880 1,118,72B.~B1
N 4097'21'W
/x38.83

10H0.75
TRIB43 PC
CC
PT 828,870.0222
825,817.1843
625,811.517 1,11$771.7118
1,11$T31.4SV
1,118,721.5887
1.82
N35'4457W
1.87
03f 57'RT
11.fi0

1x53.87
PC
828,9228308
1,118,711.Bb5 N 3058'24'W
TRIa44 CC 87S,D78.BiB3 1,118,7x.8829 8,38 N401T 27W 828 91.41'52 LT 1150
1x8033 PT 825,977.1318 1,118,7102882
N 82.38 N'W
1x73.13

1x7479
TR®4S PC
CC
Pi 825,963.1878
825,813.4111
825,933.BD45 1,718,898.5488
1,119,TD3.8320
1,118,887.3758
1.38
N 501f 30 W
1.38
B' 4T 3S RT
11.50

1xe581
PC
e25,aro.e53
1,11$8854274 N 5'6040W
TRIB48 CC 826,930.1527 1,118,881.8851 584 N 5' S4' S7' W S.SB' 20 0811' LT 11.60
10N12a Pf e2$41.8893 1,11$883.1707
N 83'SSTW
11+0:!.81
TRIB47 PC
CC 825,W4Tx0
825,65{.x/2 L716,870.BBAT
111 871.8848
11.90
N 4' tf 50 W
11.{1'
57 TT 5T RT
11.50
11+15.71 PT 82$944857 1,118,881.4318
N 24.3057 W
1N38.36
TRIB441 PC
CC 825,974/502
825,981.8108 1,118,852x51
1,118,839.3078
18.57
NS'19'S0W
15.58
87'32 10 LT
14.00
11+5{.89 P7 825,9'78.8310 1,11$838.7832

11+8132

71+7888

TRIB48
PC
CC
PT
825,B7B2BU
989.7733
825,883,5008
1,118,828.1518
1,118,828.0242
1,118,818.3855

11.88' S 8T 51't7W

N82'38 a'W

11.34'

5'05'20 RT

11.50
' N 33.0718' W
11+&.82
TR93410 PC
CC B2$BD0.5717
825,884.3078 1,17$8147878
1,11B,A05.14x
7,73'
N5Y 1820W
7.58
98'3010 LT
11.50
11+9225 PT 825,8852175 1,11$808.788
N 71'3730W
12+0811
TRIB4.11 PC
CC 825,9A986W
828,012.884! 1,118,585.8073
1,11$800.0357
8.97
N 57' 27 30 W
8.84
'20x" RT
14.OD'
12+13,08 PT 828,0082888 1,118,580.8346
N 43.1731'W

PROPOSED ALIGNMENT DATA TABLE
TRIBUTARY 6
STREAM ALIGNMENT DATA
STA710N CURVUTANGENT NO~~ FASTING TANGURVE ~7W
(F'7) CURVEIfANGEN7
BEARING CHORD
LENGTH (F7) DELTA
ANGLE RADIUS(Fl1

1an16 Pc e25,ne13n 7,4e,x29rat
TRIBE-1 CC 825,7a.W34 1,118,032.124 7.73 N5'4701'W 7.88 22.OB'35"R 20.00
1x2!.48 Pr 825,7858751 1,118,0121749
N 51711'E
1x37.08
TRa682 PC
CC 825,797.8311
825,788.3818 1,114013.3481
1,112,482.9161
1038'
N 13' 3417 W
70.02
37' S<' 4S LT
1550
10+4x.34 PT ffi5,807.7195 1,17$x0.D825
N 373234'W
1040.21
7RIB83 PC
CC 825,8185858
825,8259088 1,178,Oa.05x
1,118,x7.1258
781'
N17'S521'W
7.87
2Y 14'25'RT
15.50
104812 PT 825,825x38 1,118,001.8513
N 3'1809'W
1x89.82
TRIB84 PC
CC 815,541.8850
878,&0.7921 1,11$000.7470
1,117,4652x28
11.88'
N21'S1'1TW
11.39'
400812 LT
1550
taHls~e Pr 825,852.0181 1,117,885.9805
N402!'20W
/1+05.18
TRIBES PC
CC 825,85.718
82b,B81.x91 1,117,888.9311
1,7t7,4948Bx
285
N300f 10W
2Bf
14.4025'RT
11.50
11+8.13 PT 825,880.8807 1,117,9878748
N 31'4'00W
11+18.30

11+3457
TR9388 PC
CC
PT 875,878.1781
825.888.2858
825,8B282b 1,117,971.5270
1,117,884341
1,117,959.7171
1018
N504437W
70.07
97'S'a'LT
1550
NW 44 a'W
17+SI.x

11~BB.BB
TRB87 PC
CC
PT 825,88&8100
425,902.4298
875,58.8x1 1,117,853.3588
1,111,BA02D75
1,117,W244B
1482
NIB'1830W
1487
475700 RT
20,00'
N TB'44'50W
11+nae
TRIBES Pc
CC e2$9Gfi.oer2
825,8AD.OB81 t.1n,9se.e610
1,11742/.8288
1588
N50 /9'4B'W
1507
57'52 44 LT
1550
17+9984 PT 425,414.5718 1,117,9182380
N 81'42{7W

PROPOSED ALIGNMENT DATA TABLE
TRIBUTARY 5
STREAM ALIGNMFM DATA
STATION CUR~FJTANGENi
NUMBER NORTHING FASTING CURVE LENGTW
TANGENT IENGTFi (FT) CURHFJTANGENT
BEARING CHORD
LENGTH (FI) DELTA
ANGLE ~~
~

1x10.57

taiga
TRIBEI PC
CC
PT 825,807.4077
825,805.9128
825,808.7009 1,118,175.8011
1,11$187881
1,118,1781159
232
N13'2030E
238
11.42 01'RT
11.50'
N 16' 14'00' E
10+29.92

1x37.01
781853 PC
CC
P7 825,820.0820
825,825.1730
825,8327227 1,11$779.7826
1,178,1&5.1277
1,17$1788848
1384
N1'ST 20W
12.78
48'2750 LT
1550'
N 26'0858'W
7048.38 PC 825,8148835 1,118,174.1079
TRIBE) CC 825,505351 1,11$191.5750 77.85 N12'01'33'W 11.78 34.14'45 RT 20.00'
10+58.32 PT 825,852.4120 1,71$171.6541
NS05'S0E
tae7.a3 Pc e25,ex.e99a t,1le,tn.se4
TRIBEa CC 825,886785 1,118,1525875 15.84 N17.380YW 1589 15'13'13'LT 20.00
iDNG.7B PT 825,8747022 1,11$187.8113
N 10'12 SfW
1a94x

77+02.35
T9U85d PC
CC
PT 825,84.5592
825,BW.541
82$BD1.9847 7,17$1x.1285
1,118,173.0002
1,118,157.7231
9.22
N2S 0049'W
$1T
303f OP RT
7550
N 8'4T10W
71+11.73

11+25,60
TRIB58 PC
CC
PT 825,9011087
825,8842833
825,x0.541 1,71$15&1385
1,11$74.803D
1,118,112.x8
1952
N 4' 1T 10 W
13.04
5' OT a' LT
11.50'
N 705010 W
71+35,94

1148.23
TW85-7 PC
CC
PT 975,D121301
825,932.0524
82$9198552 1,11$197.82/
1,11$147.3111
1,11$125505
13.90
N58'5838"W
13.87
9C 482B'RT
2D.00
N 99'0723" W
17+82x

11+75.88
TRIB68 PC
CC
PT 825,929.3D95
825,BT215x
825,IX73A906 1,118,117.T4n
1,11$108.9155
1,114,tO5.Zn0
13.6Y
N13.2890W
13x'
88'54'20 LT
11.50
S 11'a'17W
72+0413 PC 825,825.8110 7,116,0821819
7RIB58 CC 82$910.3578 1,118,On.1059 1857 N 77' 78 00' W 15.78' 81' 15' 38' RT 75.50
12+79.70 P7 825,928.x98 7,118,068.7730
N /B'41'17W
12+1538 PC 425,45.x00 1,114,0844721
TRIB810 CC 825,928.525 7,178,04!.5816 5.53' NB028 DB'W 5./4 2T 3751'LT 11.50
12+30.89 PT 825,807,7208 1,778,055.7018
N 74'7404W

PROPOSED CURVE DATA TABLE
TRIBUTARY 4
CURVE DATA
RADIUS(q NORTHING EASTINO RADIUS (FT)

24.1 825,887.2580 1,11$7/28715 11.50
241 825,895.8970 1,71$719.857 1150
243 825,917./949 1,11$791.4599 11.50
244 825,91$9183 1,11$7a.9B2D 11.50
245 82$913.4111 1,11B,7D35320 1150
246 925,930.4x7 1,11$881.951 1150
rod 82$4545417 7,1148/1.BW8 1150'
T4-0 825,9a510D 1,118,6.9078 14.00'
248 825,9897733 1,118,829.0242 11.59
2410 825,94.90N 1,118,805.1432 115P
24.11 828,x28852 1,118,8W.0357 14.00'

PROPOSED CURVE DATA TABLE
TRIBUTARY 5
CURVE DATA
RADIUS (q NORTHWG FASTING RADIUS ~

287 825,805.x126 /,1/$/8!.x11 1150'
TS2 825,815.1790 1,118,185.1Tn 1550
253 825,8548351 1,118,1D7.5750 1080'
254 825,883.7888 1,11$152.5875 2080
Tab 825,884.5841 1,118,173.0002 15.50
258 825,581893 1,118,74.8039 11.50
TS7 825,8320524 1,118,141.3411 20.08
288 B25,~75x 1,118,108815 11.50
268 82$&0.3578 1,1140n.1058 15.50
TS10 825,928.8525 1,11$05255 11.50'

PROPOSED CURVE DATA TABLE
TRIBUTARY 6
CURVE DATA
RADIUS(q NORTHING EASTINO RADIUS (F'1)

281 825,7818034 1,11 032.1271 10.00
282 815,788.3874 1,117,9D7A781 15.50
289 815,828.8058 1,115,017.1258 15.50
784 825,8147427 1,117,9Bfi1728 1550
286 825.887.01 1,117,888.8807 11.50
288 825,888.285 1,117,981.341 /550
TB•7 825,e4r.aT9e 1,11T,9eo.291s 2a9D
TB-0 825,59.086/ 1,117,924.8298 15.50'

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PROPOSED ALIGNMENT DATA TABLES
rn~n~ ~r. nv n
STREAM ALIGNMENT DATA
STATION ~ t~81M~RENf NORTHING FASTING CURVELENGTW CURVERANGENT~ CNGRD DELTA RADIUS(Fp
TANGENT LENGTH (F'I) BF~IR7NG LENGTH (FT) ANGLE
PROPOSED ALIGNMENT DATA TABLE
TRIBUTARY 9
STREAM ALIGNMENT DATA
STA710N CC N~llwITBE~R Nf NCRTNING FASTING. T GENT LLENGTH (FT) CU BEARING LF1tGTN (F'!) M~IGIE RADIUS (FT)

10Nq.39
TRIB41 PC
CC 825,415.A834
825,1123881 1,118,374.8418
7,7783721182
3.25
N73'3f M"W
x15
41.2555 LT
1.50
7M0858 PT 825,418.8834 1,778,371.7912
585'/775W
1x11.95
TRpl92 PC
CC 825,/18.1877
82quaAB91 i,71B,3eflMtT
7,118,38e.1047
4.00
N B5 501D' W
x87
50' S4' 45 RT
1.50'
1x15.95 Pi 825,417.8782 1,118,982.B3N
N 13'2r 55W
1x1910

1a2xr1
7RIBB3 Pc
CC
PT X5,/202450
875,/17.4875
825,427.4259 1,178,380.59/3
1,778,957.8802
1,118,758.9939
4.07
N7rar2TW
x85
57'31'01"LT
4.00
s7e'arorw
1x30.18
TRIB94 PC
CC B25,u0.7137
825,428.9889 1,118,950.1781
7,118,31aTA58
2.85
N 85 OT 45 W
2.85
29' 3r 24' RT
7A0
1a3x09 Pf 825,420.1586 1.178,317.2837
N 77.21'34'W
7asa77
7RIBB5 Pc
CC ezs,ut2e6e
B2g41Q8888 7,tte,3u25n
1,116,347.2870
2.01'
SB53T 3rW
2.03'
28'01'15 LT
1.50
iQ+10.r1 Pf 825,121.2873 1,178,710.2219
S 78' 3538" W

PROPOSED ALIGNMENT DATA TABLE
TRIBUTARY 10
STREAM ALIGNMEBIT DATA

STATION CURVEITANGENT
NUTABER
NORTHING
FASTING CURVE LENGTW
TANGEM LENGTH (FT) CURVETTANGENT
BEARING CHORD
LENGTH (fT( DEt.TA
ANGLE RADIUS IFlI

tON12.01 PC 825,331,1359 1,11g232A8B7
TRIB161 CC 825,991.1818 1,718,251.1908 0.77 N51'9530'W Q77 11'4503'RT 3.50
1x0279 Pf 875,331.8514 1,178131.8817
N 48'4328'W
7DH15.73
TPoB703 PC
CC 825,33B.BYlB
875,933.4508 1,119,729.e247
1,178,228.8587
455
N77'/50rW
1.97
58'03'07'LT
4.50'
1x10.29 PT 815,937.7591 1,17B12a35n
s 73.73 z1"w
iDM/.85 PC 823,338.4999 1,718121.1784
'
'
TRIB709 CC B75,31D50n 1,118,219.8795 288' N89.5533'W ter 5705 RT
39 1.50
7x17.37 PT 826,33d50B5 1,11e17a55BB
N 72'54'31'W
1x21.54
TRIB704 PC
CC 825,337.7499
825,93x4{78 1,118,214.5189
1,118,21x7938
2.84'
N 89.43' 05 W
2.80
33' 3T 05 LT
4.50
1x2{.1B PT 825,337.7817 1,119,211.9198
5 T3'2B 21'W
1x27.15 PC 825,33A.9775 1,118,209.0887
TRIB104i CC 825,340.2729 7,718108.0730 3.87' N74'53'15W 3.BT e3'1525 RT 3.50
1x31.01 PT 82833757/8 1,118,205.5238
N13' 1510'W

PROPOSED CURVE DATA TABLE
TnInI M1flV A
~L
CURVE DATA
RAOIUS 09 NORTHING FASTING RADUS (Ft)
791
T&2 825A123987
825,420.97 1,118,3727282
7,718,3BB.tOq 4.50
4.50'
793
194
795 825,417.4975
825,42B.9BA9
825,/te.8888 i,ite,367.8B02
1,718,318.7958
1,718,311.2870 4.00
7.00
4.50

PROPOSED CURVE DATA TABLE
TRIBUTARY 10
CURVE DATA
RADIUS GRI NORTHING EASiMG RADIUS (f'1)

710.1
770-2
T76J 875,337.1819
825,333A508
825,310.8077 1,17613/.1908
1,118,718.8581
1,11611x8785 3.50
L50
4.50'
7164 82g933.M78 1,1181131938 1.50'
7766 82g31a2729 1,118,208D730 3.50

PROPOSED ALIGNMENT DATA TABLE
TRIBUTARY it
STREAM ALIGNMENT DATA
STATN)N CUR~TANGENf NORTHING EA3TING CURVE LENGTW
TANGEN7lFNGTH ~1 CURVE?ANGEM
BEARING CHORD
LENGTH~1 DELTA
ANGLE RMUS (FT)

10H79.38

1w10.19
TR~11.1 PC
CC
PT 825281.1175
825,270.27ffi
875,2850968 1x18,251.1299
1,110.258.8113
1,116,216.8795
B.TT
N53'OT 1TW
8.83'
10'S1'OS RT
9.59
N 32.41'45'W
,x1121

1wn.5s
TPo817.2 PC
CC
Pr 875,288.5588
875,785.0156
ezs27o.nu 1,118288.6888
1,118,217.1285
1,ne,ul.,aes
3.30'
N4T 1504'W
927
2Y OB'3P LT
fl59
N 81.491A'W
1w21.32

7x30.97
TRI811J PC
CC
PT 875,272,5588
825280.8286
825,25723m 1,118,210.8718
1,1162453831
1,718,235.8888
855'
N33•arISW
9.75
ST 3517 RT
8.50
N 4'190TW
1a35m

10N$.BB
iRB1U Pc
CC
PT a25292n79
825,282.1021
8252861875 1,1,e235ra~
1,,78,2277271
1,118,728.8003
70,92'
N39'ar1YW
9.79
89'34'24'LT
8.59
N 73'4731'W
10k8.00

10KSEA
TPoB11-0 PC
CC
PT 875,291.4870
825,300.5881
825288.9988 1.118.225.1838
1,7182751153
1,,18219.5808
7.88'
N48'592TW
T.BT
4T 3908'87
8.50
N18'11'21'W
105821 PC 825298.4808 1,118,278.5854
78181,-0 CC 825,781.7784 1,118,2158381 8.17' N58'53'4B'W SBB 91.21'44'LT fl59
1x87.33 Pf 875,300.7120 1,118,2172837
N 87'3908'W
1x73.95 PC 825,903./BP2 1,119,204.8735
TPoB,1•r CC 825,311.9917 1,110.205D291 7.49 N82'2T 58'W 727 50.19 &'RT fl59
10Nl181 PT 825,308,5971 1,178,1882702
N 3T 1944'W
10+87.48 PC 824317,9871 1,118,78/.5888
781811-0 CC 82x3050280 1,178,189.8159 345 N5{'ar17W 3.M' S1'2O 5B'LT 500
1wAD.8B Pf 825,3135811 1,119,781.8012
N 7P 4941'W
10H1482 PC 825,914.9838 1,118,1B517U
781811-9 CC 825,321,O9n 1,718,780.3220 287 N 59' DB 1T W 289 23' 04' 4T RT 8.50'
10+97.44 PT 825,3182978 1,77x155.8988
Nlrass9'w
17100.58 PC 825,31&4205 1,110.183.8145
Tf8B11.10 CC 825,913.8898 1,118,179.5885 5.59 N 74' m ar' W 5.38' 53.02' 2/' LT 500
11+08.11 Pf 82x3158888 1,110.178.4809
579'71'43'W

PROPOSED CURVE DATA TABLE
TRIBUTARY 11
CURVE DATA
RADIUS (q NORiNWG FASTING RADIUS (FI)

777.1 825270,2285 1,118,758.81p 9.50'
711-2 8252.0458 1,118241.1295 8.50'
Ti1J e25290.92B5 1,114245.9831 859
711./ 825,2921024 1,178277Y271 8.69
717-0 825,300.5894 1,118,528.1153 9.59
711-0 875,794.7281 1,118210.93a1 558'
T7,-7 ffi5,3115817 1,1742o5.aae1 9.59
7113 874398.0290 1,7141858158 flar
711-0 e2x321.OW7 1,114190.3720 9.59
771-10 825,3139888 1,11417D.SBBS 500'

PROPOSED CURVE DATA TABLE
TRIBUTARY 12
CURVE DATA
RADIUS (q NORTHNG FASTING RADIUS

712.1 825259.4282 1,118,170.5188 8.59
T,2-2 825$125797 ,,,10.1827780 8.58'
7,23 825x87.8788 1,110.1&.01D2 8.58'
712.4 825,7B37W1 1,110.787.5230 8.09
712-0 825,2782552 1x1a752.10.95 950'
r,z-0 e2s294seae ta,a1s71oe+ e.59
712.1 8752855888 1,118,198.8078 8.50'
712-0 825297x454 1,118,128.8357 B.ar
T,2-0 825,287.7851 1,118,1223423 8.00'
712.10 B252m.7027 1,,18,,,3.5872 fl69
712-11 625284,4846 ,,,7a70B.9r58 fls9
7,2-,2 e2s2w.r9a 11,x0957132 559
nz-79 ezs2e593e9 tlleaet.e,m 559
nz-,4 a2s28414ae t11e,Bes3m 9.69

PROPOSED ALIGNMENT DATA TABLE
TRIBUTARY 12
STREAM ALIGNMENT DATA
STATION CAN W~~ NORTHING FAS,PIG TANGEN!lENG1H
(F'I) ~ BFARINGENT CMG
(FT) GELTA
ANGIE RADIUS (FT)

1x08,08 PC 825,758.5030 1,118,187.5425
TPoB12.1 CC 825,253.4282 1,118,178.5108 5.98 N50. 191SW 5.88' 38'01'H'LT 9.50
1a14.o7 Pr 62s2ez7see t„8,51.o,u
N8B'21'35'W
1x18.10 PC 825,281.7433 1,11x,1782748
781812.2 CC 825,2725!37 7,118,1B2nB0 7.11' N48'4928'W 8.87 49'6019'87 9.50
1x25.24 PT 825,288.5158 1,71e174.1884
N 25.17 18'W
7x2888 PC 875,271.8778 1,718,in,5999
7818,23 CC 8252879169 1,118,781.0102 8.82' N45'S70B'W B.BB' N'O9 M'LT 55O
1x35.78 PT 825,278.5288 1,119,787,8080
N 88'27 00'W
1x3871 PC 825,271.8888 1,1141951257
TPoB,2I CC 826,9.181, 1,,78,187.5190 3.44' N50'074TW 9.98' 32'4935'87 500'
tON2.11 PT 815,279.8732 1,11418262/8
N 33'3925'W
10Nx.57 PC 835,283.5178 1,114180.1025
781812-0 CC 825,2782552 1,118,1521935 7.08' N 5/' S92B' W 8.99 12' 3907 LT 850'
1x53.58 Pi 825x978878 1,114154.4528
N 78'14'3YW
1x56.51 PC 8252885553 1,118,1485833
788312-0 CC 875,241.8888 11181512091 2.57 N 85' m 21' W 251' 72' 14' 21' RT 8.50'
10M1.01 PT B252~.7100 1,118,147.3888
N 5/•ar11'W
10~85.n PC 875282.483'7 1,118,143.5982
781872-7 CC 825,785.5888 1,114138.8024 537 N8Y 03,TW 7.99 58.0901'LT 859
1x74.05 PT 825293.5889 1,118,135.8Bm
sers9u'w
1x7828 PC 825292.1110 ,,1,8,131.78
781872-0 CC 825297.7454 1,118,128.8352 4.50 N 88' 3925' W 4.39 4755' N' RT 9.ar
7x8278 PT 825,2822,52 ,,118,127.3m8
N 87'1931'W
10H~55 PC 826293.3251 1,118,124.a~T
781812-0 CC 825,287.7852 1,118,1223471 4.73' NBB'4548'W 4.81' 45.1924'!7 9,09
70'90.38 PT 825289.9145 1,119,720.OBm
SBT 3907W
iowd.n ,R; e7529teao9 t,t1e,l+e.o9ee
TR~12-10 CC ezs 78027 1,1181135872 279 S7J'14'43'W 217 19'11'23.87 8.50
1w9650 PT 8252812128 1,110.113.8255
sa9s92sw
1170122 PC 825290.W47 1,118,109.x175
7wxt2-11 cc ea52a4.4a4e 1,1te.lae.wse 1.99 s7e•1rs1•w 1es lrttoe'Lr e.sv
11iD9.18 Pr 825290.5762 1,118,1m.7653
sw'39,e'w
17.0518 PC 8252958329 11181030317
7818,2.12 CC 8252W.nM 1,118,098.7132 8.54' N84'4720'W 825 1'2948'Rf 8.59
11+,8x0 Pf 825,280.5943 1,118 084.8155
N 58'57 58'W
71+21.19 Pc 875,28'1.9083 1,114x90.9878
781872.19 CC 875788.3398 1179 om.81m 2.01' Nm'58'30'W 2.ot' 18.07'DB"LT 950'
1N2323 PT 82x2828!28 1,71a0N.OB08
N T8'590SW
11+2&89 PC A9B8 1,118,OBSSiBB
TWB12-14 CC 827 2468 1,118 083.3772 4.80 S 89' 0915' W 4.55 /3' 20' LT 9.59
11+31.49 Pf 1,114080.9864
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1552.56 825318.8993 1716156.6441 2628.05
1092.30 283097
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1574 1116483
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1097.05 825482.4017 1116479.7819 2830.67 i i ~ ' I I 1 7562.63 2827.25 i
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1098.&1 283097
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1099.39 825483.4075 1116477.6894 2830ET

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1571.81 2826.65
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1104.53 825486.5608 1116473.6323 2830.66 I i

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1575.88 2826.75
110726 2B3ozfi ~ ~ ' ~ I 1577.91 825310A597 1116135.4152 2827.05
1112.77 2830.3°
1115.51 825484.7649 1116464,4259 2830.66 ~
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~ 1580.39 825310.2313 1116132.9488 2827.03 I

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1119.70 283026
1120.75 283098

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1587.68 825307.5799 1116126.4269 2821.01

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7131.08 825475.8296 1116453.5126 2830.66 ' . ! - I I ' i
1134.88 825477.8605 1116450.2055 2830.65 _ ~ i I ~
10 11 12 13 14 15 16 17
Bed
STATION NORTHING FASTING EIOVahOn ~°
STATION NORTHING FASTING Elevation I~QN TU.D ~ I
a
t~~ ~PRO LE- ~ ~ ~
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l -. -.I 1NAl ~.R. _IL ;
2828 04 TRIB~ .
ITAR 11 a I
- TRIB TAR 12 I

1593.98 2826.58
1724.86
6
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1699.71 2826.85 .
17257 825283.8887 1116012.2256 282 ~ I _ ~ -
1802.68 825302.8425 1116113.6651 2826.95 1732.27 826261.9437 1116005.9462 2825.30 ~I ; ~ I i ( I
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3676 2826
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1608 1737.16 626281.8062 1116001.1196 2824.53 I.
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. 1748.36 825264.5028 1115990.2465 2822.76 ~ ~ I ~ j ~
1611.03 2826.50 1750.32 826264.7645 1115988.3080 2822.45 ,, ! i I _
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1616.30 2826.57 9490 1115981
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1618.93 825301.8154 1116099.6164 2826.67 .
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1759.68 825284.7640 1115918.9689 2822.45 ~ I ~ -I i ~ ~ ~ I
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1621.34 825299.5777 1116098.7121 2826.85
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1623.60 2 l I ~ , ~
1828.11 2826.52 I ~ i i i ~ ~ ~ ~- ~ ~ ~ ~ 1
1830.37 825296.1266 1116091.2725 2826.82 ~ I ~ I ~ ~~ 1 ~ 1 I 1 I
1838.24 825298.5857 1116083.8017 2826.76
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1640.18 2826.36 ~ ~
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1644.07 2826.44 I
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1648.01 825295.4749 1118071.5139 2826.74 _ ~ ~ + i ~ ~ l ~i i I i I
1848.61 825293.0196 1118076.6623 2826.72 ~ ~ ~ I

1660.19 2828.32
1ss3.as zezsao i

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~ ~ I i . ~ ;',

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1654.94 825288.4228 11160726534 2826.70 i
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1658.48 825286.9047 1116069.3768 2826.67 ~ ~ ~ ELEV- = 283 .Bl ~ ' i ~ ,

1669. s 2azs3s
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LL GRAD
LINE
~
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1662.77 825283.8642 1116086.4530 2826.66 ~ ~ I ~ ~ I 1 ~
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1686.89 625281.7360 1116065.5365 2282.64

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UTARY

12
167229 825277.1788 1118060.2815 2826.62

1678.38 625276.1132 1118056.3497 2828.58 I
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1690.74 2626.22 ~ i .,
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1693.02 825276.5664 1116040.4776 2826.52 !
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1697.38 825273.9793 1116036.9705 2826.48 I - _ I J j
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170362 825272.2319 11160312072 2826.46 ~ i I

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1709.32 825272.5030 1116025.4133 2826.42
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1711.36 2826.02 ~ ; ~ ! 1
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1723.18 2825.95
10 11 10 11

CONTROL PT 605
N = 825336.4390
E=1119956.7220
ELEV=3018.8750
STA 10+00.00
N = 826116.0236
E=1119045.0313
ELEV=2857.46
a
C~
/ BEGIN TRIBUTAR
STA 10+00.00
N = 825877.2263
E =1118739.1677
ELEV=
STA 10+00.00
N = 825930.3312
E=1119118.4082
ELEV=2871.66
._ `.
~,
~o.
~~ r
END TRIBUTARY 1 ~l.
STA 13+83.45
N=826359.0497 Q.~•.
E=1119109.8818
ELEV~856.88
\~ ~ ~!Y /
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2
s
STA 10+00.00
N = 826691.6095
E=1119560.5084
ELEV=2864.38
CONTROL POINTS AND CROSS SECTION LOCATION MAP
N = CiZ4/ 6tS.L44U
E=1118194.6880
ELEV=3164.1760
BEGIN TRIBUTARY b
STA 10+00.00
N=825763.3687 BEGIN TRIBUTARY 6A

4 E=1118020.1918 STA 10+00.00
ELEV=2864.61 N = 825752.5901
E=1117985.3509
ELEV=2866.70 '~.
~ '1 I
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BEGIN TRIBUTARY 5 I
'•`
i
STA 10+00
00 ~ \ ~~
'~
i
.
~ N=825798.5717 ~
\
, ~~, ~ '1
E=1118176.4666 '~
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. ELEV=2861.88 ,
~
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' ~ r ' 1B END TRIBUTARY 4 ~
X
~d STA 12+27.98

12 '39 N=826015.8229 ~
+68,6j E=1118581.8509 ~
~i 11+9j
s ELEV=2852.48 N
,
8
10+bq.08 ---
-
-
-

--
~' _
_
_
-_--- NC 194 _
~rB END TRIBUTARY 3
7d STA 13+39.59
N = 826063.4972
E=1118881.3587
ELEV=2855.06
END TRIBUTARY 2
STA 11+33.01
N=826058.2166 END TRIBUTARY 5
E=1118931.6883 STA 12+44.38
ELEV=2856.27 N=825943.0336
E=1118044.9589
BEGIN TRIBUTARY 1 ELEV=2847.35
STA 10+00.00
N = 826690.8140
E=1119151.1541
ELEV=2872.22
CONTROL PT 600
N = 826737.1440
E=1119305.2490
'4.6340
STA 11 +36.57
N=825890.5591
E=1117955.4943
ELEV=2847.67
BEGIN TRIBUTARY 9
STA 10+00.00
N = 825415.6244
E=1116379.7316
ELEV=2829.74
BEGIN TRIBUTARY 8
STA 10+00.00
N = 825498.7397
E=1116558.5225
ELEV=2831.36
0
N
O~ ~
~~~ ~~
,~,, ..~
-~ ~\ ;
II 'r'.~1 ~ ~/i i
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,~ ,~ ,,,

~~ i~
gi' ~ BEGIN TRIBUTARY 7
STA 10+00.00
N = 825962.0471
E=1116788.8466
ELEV=2837.36
END TRIBUTARY 6
STA 12+02.74 END TRIBUTARY 7
N=825917.0709 STA 12+75.34
E=1117918.8203 N=825724
4673
ELEV=2846.54 .
E =1116693.4537
ELEV=2831.27
N = 826149.9010
E=1117259.0630
ELEV=2863.4510
RO & ASSOCIATES, P.C. ~`"~' '~~`"" °"'
a m~E wu~
Consulting F.ngiaeere

mmima,ncannvowam,N.crner raaxtr ~~~
~,

NOT TO SCALE ! es ~s3
;~~ ~
sae
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W
W~
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n
BEGIN TRIBUTARY 10
STA 10+00.00
N = 825335.0983
E=1116236.4453
ELEV=2828.12
BEGIN TRIBUTARY 11
STA 10+00.00
N = 825261.8170
E=1116259.5766
ELEV=2836.81
A~dan Ernironmenhal, Inc.
CONTROL PT 606
N=824456.3530
E=1115939.3320
ELEV= 2998.7270
BEGIN TRIBUTARY 12
ol~'
~_ -
END TRIBUTARY 9
I`1= OLD4LL.LV BL
E=1116339.4623
ELEV=2829.74
END TRIBUTARY 10
STA 10+38.47
N=825344.9595
E=1116202.6437
ElEV=2828.12
STA 11+09.64
N = 825320.8914
E =1116177.2539
ELEV=2828.48
STA 10+00.00
ir~ N=825253.3120
~~ E=1116194.0969
`~ ELEV=2830.33
J ~ \ END MAIN CHANNEL
STA 52+35.33
k N=825234,9682
c~ E=1115937.3081
ELEV=2822.21
CONTROL PT 601
N=625590.0180
E=1115798.0100
ELEV=2839.1020
STA 17+65.85
N = 825265.398
E=1115975.0581
ELEV=2822.45
END TRIBUTARY 12
STA 11+36.25
N = 825293.8718
E=1116078.5945
ELEV= 2826.72
co~sRUrnoN vow
iHR~ tuU QEEK
AV90'
FOR CROSS SECfI0N5 SEE SNEET 7F2 THRU X-5

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1/21/2008
\str4r,am\~ro~\Con tructton Plens\ThreeM~le_psh_xs2-xs4.dgn
o & RssgCiotas. P.~. ___ _ _ _ B/23/99

1178 7109
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-
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VICI11 CITY M AP
AVERY COUNTY, N.C.
STA 10+00.00
N=626116.0236 }
E=1119045 0313
PLANTING PLANS
THREE MILE CREEK
LOCATION: AVERY COUNTY, NORTH CAROLINA
TYPE OF WORK PLANTING PLAN
5TA 10+00.00 STA 10+00.00
N=825930.3312 N=825798.5717
E=1119118.4082 E=1118176.4666
ELEV=2811.66 ELEV=2861.88
I BEGIN TRIBUTARY 4
5TA 10+00.00
N=825877.2263
~ E=1118739.1677 ~
j ELEV=2874.22
ELEV=2857.46 j /
'`` I~~~
W END TRIBUTARY 1
5TA 13+83.45 P~-~ f ~~ I '~
N=826359.0497 I
E=1119109.8818 j1 I 1 i ~
ELEV=2856.88
~~ I (,
V ----
r '
W ~~ I
`~ 4
^I ~~~~ J ,~ --
I I
BEGIN MAIN CHANNEL ~~ I _
/ --
STA 10+00.00 ~ ~ ~v
W N=826691.6095 ~( ~ ~_ ___ ___ ______-
E=1119560.5084 ~ `ANC 194
ELEV=2864.38 pt>JS ROAD
END TRIBUURY 4
STA 12+27.98
N=826015.8229
a ~ BEGIN TRIBUTARY 1 E=1118581.8509
STA 10+00.00 ELEV=2852.48
v END TRIBUTARY 3
N=826690.8140 END TRIBUTARY 5
a ~ E=1119151.1541 5TA 13+39.59 5TA 12+44.38
r ELEV=2812.22 N=826063.4972 N=825943.0336
N E=1118881.3587
} ELEV=2855.06 E=1118044.9589
m tAmex ~ ~~ ELEV=2847.35
~ 42tzs ~,~•_-~~ END TRIBUTARY 2 END TRIBUTARY
STA 11+33.01
~ DB1'~us ---.-rL-2 STA 11+36.57
L oT~TT~'1aw ATAP._.~PL-3 N=826058.2166 N=825890.5591
P1Ax s~srs.__•--.er.4-Prd E=1118931.6683 E=1117955.4943
ELEV=2856.27 ELEV=2847.67
0
~ ~ GRAPHIC SCALES DESIGN DATA
MAIN CHANNEL MAIN CHANNEL TRIBUTARIES
10+00 - 30+50 30+SO - 52+35.33 1,4,3,!,5,6,7,116 12
L
as 50 0 50 1 DESIGN 51REAM TYPE = Ce4 DESIGN STREAM TYPE = Cel DESIGN STREAM TYPE = EI
~ ui ~ BANKFIU AREA IET~ = 36.5 RAWffULL AREA IFT~ = 53 BANRRILL AREA (fT~ = 4
o+ ~ P~$ RANKFlR1 YAD1H (Fl) = 22.d BANIffULL WIDTH ~ = 27.2 RANRRILL MADTH (Pll = 5:
~ o BANKFIRl AIA1( DEP1H IFI) = 2.1 BAI~ULL AIAx DEPTH (FIJ = 2.5 RMOffULL ALAI( DEPTH (Fi) = 0.'
o O WN RATIO = u YlD RAno = u tK0 RATIO = R
a
o}~ . `
N/~ V
~lY/
BEGIN TRIBUTARY 10
5TA 10+00,00
N=825335.0983
E=1116236.4453
6 ELEV=2828.12
STA 10+00.00
/
N=825763.368 7 BEGIN TRIBUTARY 9
E=1118020.1918 5TA 10+00.00
ELkY=2864.61 \ N=825415.6244

~ E=1116379.7316
1 f ElEV=2829.74
~~ f
I l ~
'~~ `• ~
~ '~ BEGIN TRIBUTARY 8
~I
~ 5TA 10+00.00
\,j
` N=825498.1397
~
I ` E=1116558.5225
ELEV=2831.36
PL-5 `1
`I ,
`
`
-~
BEGIN TRIBUTARY 6A I
STA 10+00.00 ~~,~ ~,
N=825752.5901 ~
E=1117985.3509 `
ELEV=2866.70 ~, I
t
~~) ~l

-~
ll r%
' I
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~ °~~
-_-
-II--
-
- -~~1
_
_
_
~ ~ NC 194
I ~~ Il
N=825917.0705
E=1117918.8203
ElEV=2846.54
TRIBUTARIES
8,9 8 10
DESIGN SIREAM TYPE = E4
RANIOiILL AREA (FT4J =
RANI~ILL WIDTH (Ffl = 2.6
BANI(R1LL ALAI( DEP01 (FTI = O.a
YW RATIO =
__-_~_
THREE MILE
PLANTING LEGEND
-E- Easement Boundary
Streamside Assemblage = 4.1 Ac.
Piedmont! Mountain Bottomland = 5.3 Ac.
Hardwood Forest
Piedmont /Low Mountain = 4.5 Ac.
Alluvial Forest
STA 10+00.00
N=825261.8170
E=1116259.5766
ELEV=2836.81
BEGIN TRIBUTARY 12
PL
~,
~.
STA 10+00.00
N=625253.3120
E=1116194.0969
ELEV=2830.33
END MAIN CHANNEL
5rA 52+35.33
N=625234.9682
E=1115937.3081
ELEY=2822.27
n=a~~~oo.ara
E=1115975.0581
ELEV=2822.45
END TRIBUTARY 9 1
STA 10+43.29
N=825422.2052
BEGIN TRIBUTARY 7 E=1116339.4623
5TA 10+00.00 ELEV=2829.74
N=825962.0471

E=1116788.8466 END TRIBUTARY 10
ELEV=2837.36 STA 10+38.47
N=625344.9595
E=1116202.6437
ELEV=2828.12
END TRIBUTARY 7
5TA 12+75.34 END TRIBUTARY 11
N=825724.4673 STA 11+09.64
E=1116693.4537 N=825320.8914
ELEV=2831.27 E=1116177.2539
ELEV=2828.48
PROJECT LENGTH
E=1116078.5945
ELEV=2826.72
~ma,orbe5
J
....
a RO & ASSOCIATES, P.C. ~ a~.~;,,,,
EXISTING STREAM LENGTH = 6128 FEET , Cone7illing Eagineere ~~'in°'
PROPOSED DESIGN STREAM LENGTH = 7084 FEET ue~aes4+
OWNER CONTACT.• TRAVIS HAMRICK
11trSSmBA220N 9Y521Pdf8 !NG
R. KEVIN WILLIAMS
PROp(Cf J
GRANT LEWIS
P8ryHC7 DBA2GN81[
Axiom Environmental, Inc.

PLANTING DETAILS
SEEDLING 1 LINER BAREROOT PLANTING DETAIL
HEALING IN
1. Locate a heellnp~ln alto 1n a shady, wll
protected arse.
2. Eacavete a flat 6atta troncA
12IX. deep end provlda drsinepe.

9. Beckflll the trench ritA 2IN. of capoet.
Place a 2IN. layer of coapoat st e
6lopinp angle et one end of the trench.
n"1~; ,~;i~q yy~u
~... ;~ fi4~Y
4. Place a single layer of plants
against tAe clopinp entl eo that
the root collar Se et Around level.
.~
5. Place a 2IN, layer aT caepaet
war the roots eeintalninp
e alapinp enpie.

PLANTING METHOD
USING A SHOVEL
~'
t. Bip Iwle rith shovel 2• Reaove Boil fror hoL
to eppropriete depth with shovel. Nola shell
end ridtA for aee011rq. nct be Bede Dy capectlrq
wil easy fray the hole.
3. Aeepve shovel and 4, F111 hole rith Boil.
place seedling st Teelp soil to reeove
wrroct depth. air pockets.
Water TMrouphly.
PLANTING NOTES:
PLANTING BAD
During plentLg, aeedlSrpe
shell M kept 1n a eclat
canvas Dap or alrllsr
coMeiner to prevent the
root cystws ira dryirp.
ROOT PWNINB
All eeedllnpe shell 6e root
pruned, Sf necessary, ee Lhet
no roots extent nro tAan
211nchee 12dIN.) Dolor tAe
root collar.
8. Repeat layers M pLMe end eapoet
ea necessary end refer thoroughly.
TREE tIEFORESTATION SMALL BE PLANTED a' ON CENTER, flMlDOY BPACIND~
APPROxOl1TELY 280 PLANTS PER ACRE.
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a A~ ~ ,
Conet
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Piedmont/law
Vegetation PiednwnUMouotain Mountain Alluvial Stream-side
Association BottomlandForest Forest Asaembla a TOTAL
Area acres 5.3 4.5 4.l 13.9
Number Yo of Number Number % of Number
S sties lanted* total lanted* % ottotal lamed** fatal lamed
Swamp chestnut oak
( ercusmirhautir) S41 IS
-
-
- 541
Cherrybadc oak
vercus a oda S41 IS 541
Sycarrwre
(Plaranus occidenralis) S41 15 306 10 847
Hackberry
(Celrisloevi ara S41 lS S41
Americm elm
Ulmusamericana S41 1S 54l
Grern ash
(Fratires
n Ivanica) 360 ]0 360
Pawpaw
Asimina n•iloba) 288 8 306 10 594
American beech
(F an~olia 459 1S - 4S9
Mockemut hickory
(Ca aalbdtomentosa) 459 15 4S9
Norttem red oak
( ercus rubro)
- 459 1S
-
- 459
Vltdte oak
ercus albs 459 1 S 459
Black cherry
Prunusserotina 306 10 306
Persimmon
(Dm s vir iniana) 306 10 306
Sillry dogwood
Camusamomum 252 7 3346 30 3598
Black willow
Salixni a 3346 30 J346
Budonbush
(Cephalardhus
occidentalit) - - 2230 20 2230
Elderberry
(Sambrxvs canadensis) - - - - 2230 20 2230
TOTAL 3,605 100 0 060 100 11152 100 17 817
"Planed at a density of 680 stemslacrt,
"Planted u a density of2120 skmstecse
n n _ Pko1Ea aEPEeENCE No, sHEEr No.
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PROkCT B4GIN~
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LIVE STAKE DETAIL
SCALE:NTS
SQUARE
sacs (FACI
LIVE CUTfIN6
ANGLE q
LIVE STAKE
NOTE; STAKING YAY BE REDUIRED
YATTINfi, ROCK OR COYPAC
A STARTER HOLE YAY BE R
LIYE STAKES
BANK STABILIZATION WITH LIVE STAKES
EKISTIN6/PAOP0.4ED
GROIMD
!•9 FT. \EKISTING ! PROP08ED
STAEAYBED
NOTE:
1. LIVE STAIGi3 SHALL BE EVENLY SPACED 4 FT. APART.
2. IYE 8TA10:3 SHALL BE DRIVEN IMTIL APPROxIYATELY
44 OF LIVE STAKE IS WITHIN GROUND.
9. IF STARTER lpLE IS NEEDED, YINIYIZE
AIR POCKET.
4. UIILIZE ALL ON SITE TRANSPLAHf MATERIALS
MADE AYAIUBLE BY THE OWIIER. ONCE SOURCE OF
TFOWSPLANT YATERIA.L HAS BEEN HARVESTED,
THEN UTILIZE L[VE STAKING.
t'AN57RUCIION MAILS
THRB AUIE CREFI(
~" AVBn

CONTROL PT 605
N = 825336.4390
E=1119956.7220
ELEV=3018.8750
STA 10+00.00
N = 825877.2263
E=1118739.1677
ELEV=
4
a
w
CONTROL POINTS AND LOCATION MAP
BEGIN TRIBUTARY 6
STA 10+00.00
N = 825763.3687
E =1118020.1918
ELEV=2864.61
BEGIN TRIBUTARY 3 \ ~ BEGIN TRIBUTARY 5
STA 10+00,00 r STA 10+00.00
N = 825930.3312 ~i N = 825798.5717
E=1119118.4082 E=1118176.4666
ELEV=2871.66 ` ~ ELEV=2861.88
~'
ti ~/ /'-
BEGIN TRIBUTARY 2 ~ i ~~ \
STA 10+00.00 \\'~
N = 826116.0236
E=1119045.0313 ~
ELEV=2857.46 y '~ ~
r
n = OL4! OO.L44~
E=1118194.6880
ELEV=3164,1760
BEGIN TRIBUTARY 6A
STA 10+00.00
N = 825752.5901
E =1117985.3509
ELEV=2866.70
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END TRIBUTARY 1 .• +~I - - ~®
STA 13+83.45
N=826359
0497 ~
•
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E=1\119109.8818
/ -
'

ELEV~856.88 ~
\ END TRIBUTARY 4
~ .
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~ STA 12+27.98
22
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9
E=1118581.8509 „
,
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--- _ .--G = --
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STA 13+39.59
~ ,
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pM ELEV
2
855.06
END TRIBUTARY 2

STA 11+33.01 END TRIBUTARY b
N=$26058.2166 STA 12+02.74
E=1118931.6883 END TRIBUTARY 5 N=825917.0709
ELEV=2856.27 STA 12+44.38 E=1117918.8203
ELEV=2846
54
BEGIN MAIN CHANNEL N=825943.0336
BEGIN TRIBUTARY 1 E=1118044.9589 .
STA 10+00.00 STA 10+00.00 ELEV=2847
35
i
a N=826691.6095 .
N = 826690.8140
E =1119560.5084 E=1119151.1541
F
m ELEV=2864.38 ELEY=2872.22
0
END TRIBUTARY bA
STA 11 +36.57
a CONTROL PT 600 N=825890.5591
o N=826737.1440 E=1117955.4943
E=1119305.2490 ELEV=2847.67
'4.6340
FOR PLANTING DETAILS SEE SHEET PL-2
FOR PLANTING PLANS SEE SHEETS PL-4 THRU PLC
STA 11+36.25
N = 825293.8718
E =1116078.5945
ELEV=2826.72
CONSIAUCIION IIAN
TNR~ MRE BEER
~.
AVERY
BEGIN TRIBUTARY 9
STA 10+00.00
N=825415.6244
E=1116379.7316
ELEV=2829.74
BEGIN TRIBUTARY 8
STA 10+00.00
N =825498.7397
E=1116558.5225
ELEV=2831.36
RO ~ ASSOCIATES, P.C. "°,~ "~~ "°. :"~ "°.
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BEGIN TRIBUTARY 10
STA 10+00.00 °~~'~D ~''
N = 825335.0983
E=1116236.4453
ELEV= 2828.12
BEGIN TRIBUTARY 11
STA 10+00.00 Adam Eirrvironmental, Ina
N = 825261,8170
E=1116259.5766
ELEV=2836.81
CONTROL PT 606
N=824456.3530
E=1115939.3320
ELEV=2998.7270
__ BEGIN TRIBUTARY 12
•~~ STA 10+00.00
'.
,lr~ N=825253.3120
`
. ~~ E=1116194.0969
,~ J ELEV= 2830.33
'' .~',-w
END MAIN CHANNEL
ol~'
=-_ ~~,,~
BEGIN TRIBUTARY 7
STA 10+00.00
N = 825962.0471
E=1116788.8466
ELEV=2837.36
END TRIBUTARY 7
STA 12+75.34
N=825724.4673
E=1116693.4537
ELEV=2831.27
N = RfL014Y.YU I V
E=1117259.0630
ELEV=2863.4510
STA 52+35.33
N = 825234.9682
E=1115937.3081
ELEV=2822.27
CONTROL PT 601
N=825590.0180
E=1115798.0100
ELEV=2839.1020
STA 17+65.85
N = 825265.3984
E=1115975.0581
ELEV=2822.45
END TRIBUTARY 12
LEGEND
~E~ Easement Boundary
® StreamsideAssemblage
Piedmont I Mountain BotOomlend
® EIaNMwod Forest
® PledmoM l Low Mountain
Alluvial Forest
~TRIBUTARY 9 l
Iv=cc~4cc.cv~~
E =1116339.4623
ELEV=2829.74
END TRIBUTARY 10 I
STA 10+38.47
N = 825344.9595
E=1116202.6437
ELEV=2828,12
5TA 11+09.64
N = 825320.8914
E=1116177.2539
ELEV=2828.48

PLANTING PLAN
© ~ ~ ~ f
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•,~~ TAEE FARM ~ '~ ~ ~~ ~ ) I
~~~ ~ ,~
~ GIN TRIBUTARY 2 ,~
X -1, A 10+00.00
~X1~ =826116.0236
Ix~~ . E=1119045.0313
1~ ~ ELEV=2857.46
X~x ~ l i
xl l~l~
(11
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BEGIN MAIN CHANNEL xI ~ ~
STA 10+00.0 © o xI}l~J~..
N = 82669.095 ~ ~ ~
E=1119560. 4 °o k
ELEV=2864.3 °~° +~~ ~
~~~~
PROPOSED ~ /:
THALWEG + ~
~ +/ / ~: ~
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E ~ PRISON CAMP ROAD _ _ _ _ _ _ - _ _ _ _ ~~_ ~ ~ _
""~T,,, ~ \ ` i
BEGJ~` TRIBUTARY 3
S 0 + 00.00
- 825930.3312
=1119118.4082
ELEV=2871.66
a RO ~ ASSOCIATES, P.C.
Consulting Engineers
en mx~oaa wrr,ecm, w aMmuxcxxm
Oel 6o YEA
50 0 100
SCALE
TREE FARIa Y ` STA 10 + 00.00
N = 825877.2263
E =1118739.1677 TREE FARM
ELEV=2874.22
II~~ W PROPOSED
I PROPOS TH~WEG
THALWEd
TREE FARM TRIBUTARY 4
TRI Y 3

TREE FARM TEND TRIBUTARY 3~ _.n
STA 13 + 39.59 `~,, TREE FARM
_ ,~
--
/ STA 13 + 83.45
PROPOSED EASEMENT LINE
THALWEG
TRIBUTARY 1
tEE MII~ I P41
PROTECT @IGWE6A
.......
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DESIGNED BY:
A~dom Environmerdal, Ina
TREE FARM
STA 12+27.98

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LEGEND
-E- Easement EburMery
® Stresm~de assemblage
Piedmont 1 Mountain Bottoml~d
® HaNwaod Forest
Piedmont /Law Mountain
® AEuhal Forest
STA 10 + 00.00
~x_ N = 826690.8140
---------E=-11.1-9a5~.154~------- ------------------ ~` coNSrRUCnoN EuNs
-----
NC 194 -------------- 1HEEEMAFCaFBI
-_-__-- ELEV=2872.22 _---_----- ~" averr
"" FOR PLANTING DETAILS SEE SHEETS PL 2
FOR CONTROL POINTS AND OVERVIEW PLAN SEE SHEET Ply ___, __
___ "-- -_.-~- MAIN CHANNEL
STA 11 + 33.01

RO & ASSOCIATES, P.C.
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DESIGNED BY:
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~- EROSION CONTROL PLANS EROSION AND SEDIMENT CONTROL MEASURES
,,,9
'
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~'~ '~ M;~ 0 221
~ tBa
1109
~ ~ THREE MILE CREEK ~ R~~a .............~
16ED,Oi T..a...n SiIt1Nro1----........
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LOCATION: AVERY COUNTY, NORTH CAROLINA 1605.01 T..~..~SiltF.......----- --HF--+I~NH-
1606.01 s,.~s.L...tc.,t=IF.w..-.. ~
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16!!.01 Twaon
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Itptlle 1112
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_ 1
TYPE OF WORK• EROSION CONTROL BEGIN TRIBUTARY 10 1660.0! S;1t B.d. Tn. B ............. .-------
1666A1 T..~ R..k SDt C1..k Tro.-A....
~k
1107 ^W 1106 ~ it 241
Mountain
STA 10+00.00 1666.0! T..p.q R..k SHt Q..k TiprB..... ~
1664A1 T..w•n R..k S.R...tD.. Tn.-A_.....
1ts2 N =825335.0983
tse pro •tf ~ Pe lb BEGIN TRIBUTARY 3 BEGIN TRIBUTARY 5 E=1116236.4453
' STA 10+00
00
12
1664.05 T..N..~ R«1 &4;...t D.. Tne-R.
166501 R.h Ptn I.I.t S.R.nt T:.r TnrA........
/ .
STA 10+00.00 ELEV=2828.
3312
N=825930 t6aso5 R«1Pi~.LLtS.6t.atTarTnrB-..u
Hoy ne4
'
\ 11so ,~
- .
E=1119118.4082 N=825798.5717
ELEV=2871.66 E=1118176.4666 BEGIN TRIBUTARY b
ELEV=2861
BEGIN TRIBUTARY 9
86 1666A1 R«i s°ts=«..-.--.-„-."--,-,,.-----
_ "-"~

~ ~ .
p 10+00,00
N=825763
3687 STA 10+00
00 R,~k >~ ° ,• ,f T,..;
A®-DR~-A,
1108 1101 _ 1100
- ~~
/n
°a '~ .
.
E=}118020.1918 \ N=825415.6244
61
ELE•
2864
6 166101 Tn. A ...............
.
B~ °R~'B~
- \
.
V=
E=1116379.731 16a~.ot Tn. B ...............
i~ ~l ~/~~ ~~(~ ~
f iClltll i ~Ii111 1, I ! ELEV=2829.74
` ~-- ------•------- C®-oR~-C)
1665.06 Tn.C-
,'
~ ~
1
AVERY COUNTY
N.C. I 1
~
' BEGIN TRIBUTARY 4
, 7722
, 1
A
BEGIN TRIBUTARY 2 63 ~ ~
B 56
N
1
~ ~
1 BEGIN TRIBUTARY 11

STA 10+00.00 E=1118739.1677
~ '
!
ELEV=2874.22 '~1 '
1 STA 10+00.00

8170
N=825261
N=826116.0236
0313 ~
E=1119045 1
_ ~ ~
1 /~ 1
1 .
E=1116259.5166
.
ELEV=2857.46
I ~ ~ BEGIN TRIBUTARY 8
~ `
l ~ 1
~ ~ BEGIN TRIBUTARY ~ I '~ 5TA 10+00.00
' ELEV=2836.81
BEGIN TRIBUTARY 12
STA 10+00.00
1 STA 10+00
00
~ N=825498
7391
I
3120
625253
N
=
E
D TRIB
Y 1 .
.
%
~ % .
=
W N
UTAR I f
N=825752.5901
E=1116558.5225
~ E=1116194.0969
STA 13+83.45
N=826359.0497
1
~ E=1117985.3509 ~ 1 ELEV=2831.36
f
~ ELEV=2866.70 -
~~~ ELEV=2830.33
2856.88 ~
ELEV~
-- - ~~ 1 ~
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+ END MAIN CHANNEL

STA 52+35.33
N=825234.9682
3081
E=1115937
\
~\ ~ ~ '~' -
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_-
-
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,~ i/ 1 .
ELEV=2822.27
:~ _~%
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' ~
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/ END TRIBUTARY 8
\
STA 10+00.00 ~~
~ ~- ~ TO INGALIS
_-- _-- ____-- ~------'_-- NA8152653984
W -
N-626691.6095
E-1119560.5084 ~ 1~~NC 194 NC 194 f ll `~
150 CAS "` > I
-
6
E=1115975.0581
ELEV=2822.45
ELEV
28
4.38 PR ' END TRIBUTARY 9
END TRIBUTARY 4 5TA 10+43.29
STA 12+27,98 N=825422.2052
N=826015.8229 BEGIN TRIBUTARY 7 E=1116339A623

!w~
BEGIN TRIBUTARY 1

STA 10+00,00

N=626690.6140
E=1119151.1541 E=1118581.8509 5TA 10+00.00 ELEV=2829,74
END TRIBUTARY 6
ELEV=2852.48
STA 12+02.74 N=825962.0471 END TRIBUTARY 10
END TRIBUTARY 3 END TRIBUTARY 5 E=1116788.8466
N=825917.0709
STA 13+39.59 STA 12+44.38 E=1117918.8203 ELEV=2837.36 STA 10+38.47
625344
N
9595 END TRIBUTARY 12 aauui
~~~~ ~~h
0 C ~i
STA 11+36,25 ~~~E1H•„ Q(~yry~~
N=825293.8718 O ~:•
. ES ' .
E=1116078.5945 ~, N•'•; ~

ELEV=2872.22 ,
=
N=826063.4972
N=825943.0336 ELEV=2846.54
E=1118881.3587 E=1116202.6437 ELEV=2826.72 3

~ sl~grs E=1118044.9589
ELEV=2855.06 ELEV=2628.12
ELEV=2847.35 END TRIBUTARY 1
20253
:~ `~•Fp EQ;'~,
'
E

p~ END TRIBUTARY 2
END TRIBUTARY 11
END TRIBUTARY 6A NA
244
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1~;p~~~~
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5TA 11+33.01
5TA 11+36.57 STA 11+09.64
5591 E=1116693.4537 N=825320.8914
N=626058.2166 N=825890 °~,,4N~Wa~p
pLUV s~srs_______..._sca -1;C to .
E=1118931.6883 ELEV=2831.27
E=1117955.4943 E=1116177.2539
LIMITS OF DISTURBANCE -15.14 AC.
• ELEV=2856.27
ELEV=2847.67 ELEV=2828.48

V
GRAPHIC SCALES

AIN CHANNEL
DESIGN DATA

MAIN CHANNEL TRIBUTARIES TRIBUTARIES
PROJECT LENGTH Pnpval M Os 0'>7w di
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/a x0 & ASSOCIATES P.C. ,~.
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to+oo - 3o+sa 3o+so - s2+3s.33 1,2,3,4,5,6,~,n a lz e,P a to EXISTING STREAM LENGTH = 6128 FEET
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50 0 50 100
DESIGN STREAM TYPE = Ca4
DESIGN 5TREAlA TYPE = t:e4
DESIGN STREAM TYPE _ &
'
DESIGN SIRFAM TYPE E4 PROPOSED DESIGN STREAM LENGTH = 7084 FEET orya 6H
~ aANKFUtI AREA (FT~ = 36.5 a4N IffULL AREA (FT~ = 53 BANKFULL AREA (F
f~ = 4 a1NRR1tL AREA (FT~

PLANS BANIfft1LL WIDTH (Fl1 = 226 BAN IffUtt WIDTH ~ = 27.2 flANIffUl1 WIDTH (FTI = 5.7 BANgiILL WIDTH (FI) = 2.6 R. KEVIN WILLL4MS
~ DEPTH I~) ° ~ ~ (~
5 g
~ DEPfN (F7) I~1LL MAI( DEPOT (Fi) = 0.4 raoTSCr ~vca~x
0 WiD RA 0
14 WN RA 0
_ >A = 8
Wi0 AA 0 ~ OWNER CONTACT.• TRAVIS HAMRICK GRANT LEWIS
RBS4lYdnON SY57&MS !N G 1' DH576ABR

i Axiom Ernironmenlal, Inc.

TEMPORARY SEEDING SCHEDULE
NOTES:
i.) CONTRACTOR SHALL PROVIDE OROUND COVER ON EXPOSED
SLOPES AT THE END OF EACH WORKING DAY,
2.) CONTRACTOR SHALL NOT DISTURB ANY MORE AREA THAN
WHAT CAN BE STABILIZED (MATTING OR SEED AND STRAW)
AT THE END OF EACH WORKING DAY,
3.) CONTRACTOR SHALL PROVIDE A RAIN GUAOE AND LOG BOOK
AT THE PROJECT SITE AND SHALL READ ANO RECORD RAIN
AMOUNTS AT THE SAME TIME EACH DAY.
a RO & ASSOCIATES, P.C.
Consulting Engineers
na mxnar ,eu~xva ass xumrareeaxn
EF2
PERMANENT SEEDING SCHEDULE
DATE TYPE PLANTING RATE
(LBS/ACRE) DATE TYPE PLANTING RATE
(LBS/ACRE)
JAN 1-MAY 1 RYE GRAIN
ANNUAL KOBE LESPEDEZA 120
50 FEB 15 -MAR 21 GROUND AGRICULTURAL UMESTONE 4,000
1
000
GROUND AGRICULTURAL LIMESTONE 2,000 ar 10-10-10 FERTILIZER
STRAW MULCH ,
4

10.10.10 FERTILIZER
750 AUG 25 - SEPT 15
SEED (SEE TABLE) ~~
STRAW MULCH 4,000
MAY 1-AUG 15 GERMAN MILLET 4D COMMON NAME SPECIES PERCENTAGE
GROUND AGRICULTURAL LIMESTONE 2,000

10.10.10 FERTILIZER
750 BROOMSEDGE ANDROPOGON VIRGINICUS 15
STRAW MULCH 4,000 DEERTONGUE PANICUM CLANDESTINUM 15
SWITHCHGRASS PANICUM VIRGATUM 15
AUG 15 -DEC 30 RYE GRAIN 120
GROUND AGRICULTURAL LIMESTONE 2,000 INDUWGRASS SORHGASTRUM NUTANS 20
10.14.10 FERTILIZER 1,000

STRAW MULCH
4
OD0 PURPLE-TOP TRIDENS FLAWS 20
,
GAMAGRASS TRIPSACUMDACTYLOIDES 15
CONSTRUCTION SEQUENCE
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CONSTRl1CTI0N SEQUENCE
The Conlredor is responsible for the fdlowing sequence of conshuc6dn in axardance with the
consWction plans and the Specal Provisions.
Initial Site Preparation
1. Stake and mark sensitive areas with boundary marking material to Ote limits as
indicated on the corutmdion plans.
2. Prepare slagirg and stockpiling areas in areas located on the canstrodion plans.
3. Install constnuction enhances.
4. Stake construction and limits of construdion as shown on the construdion plans.
5. Install sediment and erosion corthd devices.
6. Irlslall temporary stream acssirlgs.
ChannelConstrudlon.
Main Station 10+00 to 26+00
1. Reach will be constmded tram the upstream end, working in the downstream
direction, along the exiling stream channel.
2. Install pump around operation and temporary impervious channel plug.
3. Irslall ell othersediment and Boson control devices.
4. Construct the proposed stream channel. Open up only that portion of the
channel that can be completed arid stabilized witltin the same day.
5. Construd the proposed stream channel to the grade specfied in the cross
sections and profile. Stockpile and separae all soil suitable fa fill dr topsol in
the area indicated on Me constmdion plans. Any sell unsuitable for fill shall be
disposed of appropriatety offsite.
6. Instal shudures (Log Vanes, Rack Valtes, Root Wads, etc.).
7. Seed (will appropriate seed ma) and show mulch areas where coir fiber matting
is to be installed.
6. Irslal comber mating.
9. Divert water into canstmcled channel, remove pump around operation, remove
temporary impervious channel plug, and complete all stabilization adivilies.
10. Seed and muklt all disturbed areas at the end of each work day.
11. The channel, floodplain and banks shall be completed and stabilized prior to
fudher conslrudion.
12. Fill in the abandoned channel wNM suitaNe materiel excavated during
construction ai new channel.
Tributaries 1 & 2
45. Reach will be constructed from the upstream end, working in the downstream
direction and working offline from existing stream flow.
46. Instal sediment and erosion conh0l devices.
47. Conslnut Me proposed stream charnel. Open up only that portion of the
channel that can be completedand stabilized wiMin the same day.
4B. Construct the proposed sheam channel to the grade specfied kt the aoss-
sections and profile. Stockpile and separate all soil suitable for ill or topsoil in
the area indicated on the cdnswdion plans. Any soil unsuitable far fill shall be
disposed of appropriatety offsite.
49. Instal dmdures (Log Vanes, Rodc Vanes, Roat Wads, etc.).
5D. Seed (with appropriate seed ma) and straw mulch areas where coir fiber mating
is to be installed.
51. Imstan coir fber mailing.
52. Seed and mulch all disturbed areas at the end of each work day.
Tributary 3 Station 10+aD to 13•79
52. Reach vdll be wnstruded from the upstream end, waking m the downsteam
direction, along the edsfirg sheam channel.
53. Imtall pump around aperotion and tanpomry impervious channel plug.
54. Install all other sediment acid erasbn conhd devks.
55. Construd llie proposed sU~m channel. Open up only tlat potion d the
channel Owt can be wmpleted and stabbed wthin the same day.
56. CansWd the proposed stream channel to the grade specified in the cross
sections and profie. SrockpYe and separate al sell su0ade fa NI a topsoi in
the area Indicated on Oe construct'xm pans. Any sod unsuitable fa M shall be
disposed d appropriately ofisde.
57, InstaN dmcWres(log Yanes, Rock Vanes, Root Wads, ek.).
58. Seed (wNh appropriate seed mu) and straw mulch areas where cok fiber matting
Is M be installed.
59. Install cdrfiber matting.
60. Divert water into constructed channel, remove pump around aperatbn, remove
tempaary impervious channel plug, and complete aN stabilbatbn adivNles.
61. Seed and mulch all disturbed areas at the end of each wok day.
62. The channel, fioedplain and banks shall be completed and daNhed prig to
fuller corstruction.
63. FYI in the abaManed channel with sulade material excavated during
cansWdion d new channel.
Main Channel Station 20+p0 to 30+50
64. Reach will be constructed from the upstream end, working In the downstream
direcfion and working omine from existing stream flow.
65. Instill sedknec and erosbn contd devkes.
66, ConsWd the proposed stream channel. Dpen up ony Mat porBa d the
chancel that wn be completed and dabdlzed wlhln the same day.
6T. Constud the proposed stream channel ro the grade spec'~fied m tlw cross
sections all profle, StockpYe all separate aN sad suiable fa fd a topsd in
Me area hdicated on Ow construdian p1ar15. Any sail ursuNa6le fa fll shall be
disposed d appropriately olfsNe.
66, Install stmcases (Log Yanes, Rock Vanes, Rod Wads, etc.).
69. Seed (wdh appropriate seed coot) and straw mulch areas vAwm w'v fiber matting
is lobe Installed.
70. Install wkfber matting.
Ti. Divert water into consWded channel and complete all stabs'®tion adivlies.
72. Seed and mulch all daWrbed areas attire end death wok day.
13. The channel, floodplain and banks shall be completed all dabY¢ed prior to
hrMer construction.
T4. FYI in the abandoned channel wkh salable material excavated doing
cansWdion of new chanrrel.
Tributaries 4, S, 6, d 6A
75. Reach will be construded from Me upstream end, working in the downstream
direction and waking online iron existing stream flow.
76. Install sediment and erosion wnlrol devices.
77. Construct the proposed stream channel. Open up onty that portion d the
channel that can be completed and stablized within the same day.
78. Construct the proposed stream channel to the gmde sper,Med in the cross-
seclionsand profile. SlOCkpile and separate all soil sdtahle fa fill or topsoil in
Me area indicated on the consWCtion plans. Any sail unsuitable fa fll shall be
disposed dapprOpriatdy offsife.
79. Install studures (Lag Vanes, Rock Vanes, Root Wads, eta).
60. Seed (with appropriate seed mix) and Shaw mulch areas where coir fber matting
5 b be instated.
81. Install coir fiber coaling.
82. Seed and mulch all disturbed areas at the end of each work day.
Main Channel Station 30+50 to 36+50
83. Reach wit be wnsWded from the upstream end, working in the downstream
direction, along the exis8ng stream channel.
84, Install pump around operation and temporary impervious channel plug.
85. Install all other sediment and erosion control devices.
86. ConsWCt the proposed stream channel. Open up only that portion of the
channel That can be completed and stabilized vdthin the same day.
87. DenstNCt the proposed stream channel to the gmde specfied in the cross
sections and profie. Stockpile and separate all soil suitable for fill or topsoil in
the area indicated on the conswction plans. Arty sell unsuitable fo fell shill be
disposed of appropriatety afFSite.
88. Install structures (Log Vanes, Rock Vanes, Root Wads, etc.).
89. Seed (with appropriate seed mix) and straw mulch areas where ccr fiber mailing
is to be installed.
90. Install coir fiber matting.
91. Dived water Into consWCted channel, remove pump areund operation, remove
temporary impervious channel plug, and complete all stabilization ectivites.
92. Seed and muk:fl all disurbed areas al the end of each work day.
93. The channel, floadplakt and banks shat be completed and stabilized prior to
fudher consWction.
94. Fig in the abandoned channel with suitable materiel excavated during
consbuction of new channel.
Main Channel Sfatlon 36+50 to 48+58
95. Reach wit be conshuded from the upstream end, working in Me downsheam
direction and working of0ine from existing stream flow.
96. Install sediment and erosion control devices.
97. Constmd the proposed stream channel. Open up onty that porion of the channel
Mat can be completed and stabilized within the same day.
98. Construd the proposed stream channel to the grade specFied in the sass-sections
and profile. Stockpile and separate all sot salable for fill or topsoil in the area
indicated on the consWCtan plans. Any soil unsalable far fill shall be disposed
d appropriately affsfle.
99. Mstall structures (Lag Vanes, Rock Vanes, Rool Wads, etc.).
100. Seed (vdth appropriate seed mix) and straw mulch areas where coir fiber matting
is to be installed.
101. Instal coir fiber matting.
102. Dived water into consWded channel and complete all stabilizaton activities.
103. Seed and mtdch all rsturbed areas at the end d each work day.
104. The channel, floodpieln and banks shall be completed and dabilized prior Id
further consWdion.
105. Fill h the abandoned channel with suitable material excavated during
constucton of new charnel.
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DESIGNED Hf:
Axiom Environmerdal, Irtc,
Tributary 7 Station 10+00 ro 12+75
1116. Reach will be consMxded from the upstream end, working in Me downsteam
dkedon, slag Me existing stream channel.
107. Install pump around operation and temporary impervious channel plug.
106. Iretell al oMer sediment and erosbn conbol devices.
109. Construct Me proposed strum channel. Opan up only that portion of the
channel that can be completed and sahilzed within the same day.
110. CatsUUCI the proposed stream channel W Me gmde specfied in the cross
sedans and profile. Stockpile all separate all soil suitable fa fiN or topsoil in
the area indicated a the ansWdlon plans. Any soil unsuitable for fll shall be
disposed of appropriately oftsle.
111. Install structures (Log Vanes, Rock Vanes, RootWads, etc.).
112. Seed (with appropriate seed miz) and show muldr areas where coir fiber matting
is to be installed.
113. Install coir fiber marling.
114. DiveA water into constructed dramel, remove pump around operation, remove
temporary impervious channel plug, and canplele ell stabilization activifies.
115. Seed and mulch all disturbed areas al the end of each wok day.
116. The dmnnd, floodplain and banks shah be completed and stabilized prig ro
fuller mnsWdlon.
117. Fill in the abandoned channel vhM suitable material excavated during
conshrxlbn of newchamel.
Main Channel Station 46+50 ro 52+35
118. Reach will be rnraWded from the upstream end, wndcing in Me downstream
direction, long the exsting stream channel.
119. Install pump around operation and temporary impervious channel plug.
120. Instill all other sediment and erosion control devices.
121. ConstNd the proposed sheam channel. Open up onty Mat portion of the
channel Mat can be completed all stabilzed wihin the same day.
122. Construd Me proposed stream channel ro Me grade spedfied in Me cross
sedans and profile. Stockpile and separate au sot suitable fa fl or topsoil n
Me area indcated on the cansWction plans. Arty sail unsuitable far fell shall be
d'aposed of appropriately oflsita
123. Install sW dares (Log Vanes, Rock Vanes, Reot Wads, eta),
121. Seed (with appropriate seed mix) and straw mulch areas where coir fiber matting
is ro be installed.
125, Installcokfhermatting.
126. Divert water into consWCted channel, renwve pump around operation, remove
tempomry impervious channel plug, all complete all stabitizafwn activities.
127. Seed and mcct all disNrbed areas el the end d Bch wodc day
128. The channel, floodpleln and banks shill be completed and stabilzed pria ro
ruMer consWdion.
129. Fill in the abandoned dtannel wtth salable meleriai excavated tlulktg
castrudxn of new channel,
Tributaries 1, 9, 810
130. Reach will be caslNded from Me upstream end, working in Me downstream
direction and working oMine from existing stream Flow.
131. Instal sedknenl and eroson contd devces.
132. ConsWd Me proposed sheam channel. Open up only Mat ponbn d Me
channel Mat can be completed and stabilized within Me same day.
133. Constud the proposed stream channel ro the grade spedfsd in the aoss-
sectbns and proftle. SUr3kpie and sepamte all soil suitable for fill or topsoil in
Me area indicated on Me mnsOVCtion plans. Any sal unsalable for fill shall be
disposed of appropriatety o8sile.
134. Instal shudures (l.og Vanes, Rock Vanes, Root Wads, etc).
135. Seed (will appropriate seed miz) and straw mWdr areas where coir fibs matting
is to be installed.
736. Install coir fber mating.
137. Dived water into wnstructed channel and complete all stabiizaton activifies.
138. Seed and mulch al disluNed areas at the and of each work day.
139. The channel, floodplain and banks shat be completed and stabilized prior to
fuMtw consWClion.
140. Fill n the abandoned channel vdth suitable material excavated during
consWCtion of new channel.
III. Repair all disNrhed areas.
IV. Remove sediment and erosion conhnl devices, any temporary fencing, staking, sensiive
area marking material, bash, etc. from the site.
V Seed and mulch staging, sfhckpifng, and any bare areas with permanent seed mixture.
CONSRlI1C710N PIANS
mr~ ~ c~R:
~" AYERY
0108

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TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
SCALE;NTS
NOTES:
1. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS
SHALL BE PROVIDED.
2.ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR UTILIZATION
BY ALL CONSTRUCTION VEHICLES.
3.MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY.
4.ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
CLEANED UP IMMEDIATELY.
5.GRAVEL CONSTRUCTION ENTRANCE SHALL BE LOCATED AT
ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE
MUST BE PROVIDED.
6.FILTER FABRIC TO BE PLACED BENEATH STONE.
CONSTRUCTION ENTRANCE
SCALE: NTS
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{ EXISTING ROADWAY DITCH
I i TEMPORARY GRAVEL CONSTRUCTION
~ ENTRANCE (SEE DETAIL)
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CONSTRUCTION ENTRANCE
oalcH® er:
Abaa EnvironmerNel, Inc.
NOTE:
DRIVEWAY SUBGRADE SHALL CONTAIN NO
PERMANENT DRIVE PIPE ORGANIC MATERIAL, BE FREE Of ROCKS AND
24" CSP UNSUITABLE MATERIAL LARGER THAN 4 INCHES
(NO PIPE NEEDED IF ROADWAY IN DIAMETER. BACKFILL SHALL BE PLACED AND
BITCH DOES NOT EXIST.) COMPACTED WITH MECHANICAL TAMPS TO
ACHIEVE A COMPACTION DENSITY OF 958c
MAXIMUM STANDARD PROCTOR DENSITY AS
DETERMINED BY ASTM D•698 TEST METHOD.
PLAN VIEW TOP OF DRIVEWAY SHOULD BE
ELEVATED APPROXIMATELY 12"
ABOVE EXISTING GRADE
5' 10' 5'
SHLD DRIVEWAY SHLD
FILTER FABRIC
B" AGGREGATE BASE COURSE
SECTION VIEW
1*1 DIAMETER OF PIPE
OR 12 IN. WHICHEVER
IS GREATER
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PUBLIC ROAD
FILTER FABRIC
MIN. 24 IN. CSP
PROFILE VIEW
P C PROIKT AEF
THREE
ra
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N0. 57 STONE
8" DEEP
CONSIRUCRON PUJVS
119EE MRE CREEK
m""' AVOlY
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~~~
EARTH FILL COVERED
BY CLASS A OR B STONE

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180 & ASSOCIATES. P.C. PEOIEtT EEFEEENCE N0. SHEET N0.
FLaw a
CoEEeulting Engineer9 THEE ~ EC-2B

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Ya ~voor •u:sna 1a xerra~.KCnen
ObI dbMb PROIECf ENGRB£R

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~9 TEMPORARY ROCK SILT CHECK, TYPE A
9CAlE: N.T.9.
DLSK;N® BY:
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BEDIYENi CONIAOI STCNE •
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PLAN .
°° °° °° ax~n1 E,~IIO~XmI, III. ~ uun
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~~~ SECTION B-B
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$
° $
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$ o ~ T • 12IN. YIN., 18IN. Wx.
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4°8°2°°° ~°~°~b°

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91NUCTUBAL STONE
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~°° ~° °
~ °° ~ ° ° ~°° ° ° NOTE

°~°°°~ STRUCTURAL STONE SHALL BE STONE fOR

°a°° °~ EROSION CONTROL (CLASS IN.BIN.) AND SHALL BE
L~
4°0 4° PAID FOR AT THE CONTRACT UNIT PRICE PER
o
°b°°a°
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SECTION A-A TON IN. STONE FOA EROSION (CLASS IN.BIN.).IN.
SEDIMENT CONTROL STONE MALL SE N0. 5

OA N0. 57 STONE AND SHALL BE PAID
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$°o cb° FOA AT THE CONTRACT UNIT PRICE PEA
TON IN.SEDIMENT CONTROL STONE.IN.
B ,-..
LOG MAT BRIDGE TEMPORARY IMPERVIOUS STREAM CHANNEL PLUG
SCALE: NTS SCALE: NTS
NOTE:
4 } DETAIL PROVIDED FOR INFORYATIONAL
~ PURPOSES. USE OF LOG NAT BRIDGE IS
AT CONTRACTORS DISCRETION.
4°°, o~° o °; ; ~, , MIN. 5 FT.
° a
°°
° o °
B °,° $,°,2°° ,2°°° °°~°o °o °; 4°° 4°0 ~o° g TOP OF SANK
o ~o° ~ °° ~°°
°
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° ~ o ~
° ~o~ °
o °
°
°
°
° o
°~~n°~b°°°CD°° 0 0 0 °o ocb°o 0
_____
MIN. 1 FT. ° a o °o ° ° ------'--TOE FLON DIRECTION
WIDER THAN CHANNEL °° ; b°°° 4°°° 2°°
a ° BOO
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--------- o;Q~°2--,°$>° o°4a °° °'~°~o, ------------- OF CHANNEL
TOE
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2
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2
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TOP OF BANK TOP OF BANK 12"x12"+(-
STREAY ROIIGII CUT TIMBER BOLTED TOGETHER
CHANNEL LENGTH VMIES AS APPROPRUTE °
°
°°
°
,
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"
~ °
°
,
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o a o ° ° >° °0 0 0 0
° ° Q ,°; ~, , o ~ °o 0 4°° g o° TOP OF BANK
o
IMPERVIOUS SELECT
MATERIAL
a
40"+ - PLAN VIEW
12"x12"+~-
ROUGH CUT TIYBER
LENGHT VARIES
SECTION THROUGH SECURE FABRIC WITH SAND BAGS
PETAL FENCE 8TAKE3
PLAN VIEW LOG MAT BRIDGE 5 FT MIN. FRdI
TOP OF SANK
EXISTING GROUND 5 FT YIN. FROM
TOP OF BANK
AND CHANNEL
° $ °
~°o
HIGH TENSILE
°
°
IMPERVIOUS GEOTEXTILE FABRIC o G$~]°D goo
°OO°
p0
12"x12"+( °
o o OR~
~

ROUGH CUT TIYBER HAND
PLACED SAND BARS
5' ,2~ MAX 5' SECTION A-A
YIN MIN
EXISTING

GROUND gg~~ g~ pqg C IT
~D BAGS
P
EN
W
H
L
ETAL F
CE
ST
AKES
GEOTEXTILE FABRIC OR
IMPERVIOUS
LAP FABRIC ON 5 FT. YIN N0. 57 STONE
DOWNSTREAM SIDE OR HAND PLACED SAND BAGS
TOP OF BANK
;~ 4 ,°; ~,° 4 , , FLOW DIRECTION
~`~° ~°' ~'° ° OF CHANNEL
4o;L°°;b°;L°°;b°;b°°
a p~c°°~°o °~O°p~°c °~O°°~°o °~e°°~°o
CROSS-SECTION VIEW CTN~MI~ECR~
SECTION B-B EX STINGNCHANNEL GEAADE ~` AYERY
w
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TYPICAL MATTING LOCATION DETAIL
SCALE: NTS
PLACE TEMP/PERM SEED ALONG WITN
STRAW MULCH UNDER COIR FIBER MATTING
COIA FIBER MATTING
FROY TOE OF CHANNEL PROPOSED BANKFULL
TO 5 FT, BEYOND BANKFULL
PROPOSED
CHANNEL TOE
q
PROPOSED
CHANNEL TOE
PROPOSED BANKFULL
sTEP 1:
DRIVE STEEL P09T8 1BIN. INTO
Ofl01AD AND E%CAVATE A SIM.x SIN.
TNENCX UPHILL ALONG THE LINE
OF P09T3. Y000 POSTS ALX.
IN DIAYETEII YAY BE USED.
YAX. B'
BETYEEX
POSi9
tr```PE~o~
a KO ~ ASSOCIATES, P,C. 01K1 A~A~ N0' '
THY MIE
Con9niting Engineers ~~~ ~
m muoaN sASxm YF Aur9rancrmn
om YiMN
DESIGN® aY: ~
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20153 ~~
unn~
Axbm Elwimrxnel~l, Inc.
STANDARD TEMPORARY SILT FENCE
(WIRE MESH OPTIONAL)
SCALE: N.T.S.
STEP 9: (OPTIONAL MIRE YE&N~
ATTACX wIRE FENCE TO POSTS
AMO EI:TEND THE BOTf011 OF
TXE FENCE SIN. INTO THE
EXGYATED TRENCH.
BIN.
6IN.
STEP 8:
ATTACH TIIE FILTER FABRIC TO
TIE POET (YlRE NESN OFTIONALI ANO E%TExo
TIE BOTTOY OF THE F/BAIC BIN.
INTO THE TRENCH.
SECTION
NOTE:
1. COIR FIBER MATTING SHALL GE PLACED ALONG THE
OUTSIDE OF ALL BENDS AND ALONG BOTH SIDES OF
THE CHANNEL IN TANGENT AREAS.
12" STAPES
OA STAKES '
COIA FIBER YATTING -~
1'
BACKFILL
BANKFULL

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i NOTES:
a 1. USE WOOD STAKES (NOT METAL FOR MATTING
o INSTALLED IN PUMP MOUNDS ~A IN THE WET.
u 2. USE OF METAL STAPLES IS ACCEPTABLE WHEN
°, CONSTRUCTING IN THE DRY AND VEGETATION IS
~ ESTABLISHED PAIOA TO DIVERTING WATER.
i
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B'•
PUCE TEMP/PERM SEED ALONG WITH
STRAW MULCH UNDER COIR FIBER MATTING
3' LONG 1" x 2" WOOD STAKES
w! 2" GALYANI2ED ROOFING NAIL
AT THE TOP TO HOLD MATTING
SECTION A-A
STEP t;
B1C10'ILL TIIE TRENCH AID
COMPACT THE 902E FIRILY
TO ANCHOR TAE BOTTpI OF
THE GILT FENCE 80 TWIT
RUNOFF IB FORCFO TO 00
TMRgMII THE FENCE AND
CANNOT 00 HOER IT.
GON67PUCTION SPECIFIGTIONS
1. COIETRUCT BEOIYENT FENCE ON LON BIDE OF TOP801L
STOCIa'ILE TO PREVENT BEOfYENT FAO11 BEING YA9HF8 INTO
TIE nUINME 8YSTEY. FENCE TC FXIFID AROLMO APPRO%IYATELY
70\ OF THE PEAfYETEfl OF TXE BTOCNPTLE.
2. LOGTE P08T9 ODrN9LOPE OF FABRIC TO HELP 9WPOAT FENCING.
9. BIRY TOE OF FENCE APPflOxIWTELY B" ~FP TO
PIEVFM IADFACIRTINO.
~. MIEN JOINTB AAE NECESSVIY, 6ECUAELY FASTEN TIE FABRIC AT
A SUPPORT P08T YITH OVERLAP TO TIE NE%T POET.
5. FILTER FABRIC TO BE ON NYLOX, PLOYEBTER, PROPYLENE OR
ETXYLBE YAIN Y[711 EXTM STflENBTA•90LB1 LD1. IM. (YINIMN)
AID NITX A FLgI RATE aF AT LEAST 0.8 GAL.IFT 1 YINIRE
FABRIC BXOIM CONTAIN ULTRAYIOLET RAY INHIBITORS AND BTABLIIERS.
8. IF UBINB MOOD, POST I8 TO 8E ~" DINE'TER PINE SOTA A YINIYUI LENQTN
OF {'.
B'7EEL P06T8 --
U.iRAYfOIET RE8I8TAMT
HEItlIT: IALACNI Y[AIFI FILTER
Y,~, FABRIe aA EwJAL
8, NOTE:
YIN. BOTTOM OF YIAE FENCE AID BOTTpI OF FILTBI MIST BE
Y ~
FILTER FABRIC BURIED BIN. PUDEO IN TREX01 ANO
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BEG-N TRIBUTARY 4
STA 10+00.00
CONTROL PT 605 N=825877.2263
_ N=625336.4390 E=1118739.1677
E=1119956.7220 ELEV=
ELEV=3018.8750
BEGIN TRIBUTARY 3
STA 10+00.00
N = 825930.3312
E=1119118.4082
ELEV=2871.66

~t t
BEGIN TRIBUTARY 2
STA 10+00.00
N = 826116.0236
E=1119045.0313
ELEV= 2857.46
END TRIBUTARY 1
STA 13+83.45
N=826359.0497 ~,~•
E =1] 9109.8818
ELEV~856.88 %
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BEGIN MAIN CHANNEL
STA 10+00.00
N = 826691.6095
E=1119560.5084
ELEV=2864.38
.~ ..

a
1\; ~,
\~
i
`' -~""" j (/~' IEND TRIBUTARY 4
STA 12+27.98
r ~ N = 826015.8229
~ ~ E=1118581.8509
!~~ ELEV=2852.48
_ --- --------NC 194
~~~~ ~ END TRIBUTARY 3
~" ~ STA 13+39.59
N = 826063.4972
E =1118881.3587
I ELEV=2855.06
5TA 11 +33.01
N = 826058.2166
E=1118931.6883
ELEV=2856.27
BEGIN TRIBUTARY 1
STA 10+00.00
N = 826690.8140
E=1119151.1541
ELEV=2872.22
CONTROL PT 600
N = 826737.1440
E=1119305.2490
ELEV=2874.6340
END TRIBUTARY 5
STA 12+44.38
N = 825943.0336
E=1118044.9589
ELEV= 2847.35
STA 11+36.57
N = 825890.5591
E=1117955.4943
ELEV=2847.67
BEGIN TRIBUTARY bA
STA 10+00.00
N = 825752.5901
E=1117985.3509
ELEV=2866.70 ~~
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'~~ olr• N=825253.3120
. ~~ E=1116194.0969
~„~' ELEV=2830.33
„ ~ ,~

n~ ;;~ ~
-
#ND= iftIBC1TARY 9
~' ~~
---
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~ I ~, N = 825422.2052
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ELEV=1829.74
r ~ BEGIN TRIBUTARY 7
STA 10+00.00
N=825962.0471 END TRIBUTARY 10
E=1116788.8466
ELEV= 2837
36 STA 10+38.47

END TRIBUTARY 6 . N = 825344.9595

STA 12+02.74
END TRIBUTARY 7 E=1116202,6437
ELEV=2828
12
N=825917.0709
E=1117918
8203 STA 12+75.34 .
.
ELEV=2846
54 N=825724,4673
. E=1116693.4537 END TRIBUTARY 11
ELEV=1831.27 STA 11+09.64
N = 825320.8914
E=1116177.2539
,,,,.,~„~, ,,. ,,,,, ELEV=2828.48
n=o~ol4r.rulu
E=1117259.0630
ELEV= 2863.4510
END MAIN CHANNEL
STA 52+35.33
N = 825234.9682
E=1115937.3081
ELEV=2822.27
CONTROL PT 601
N=825590.0180
E=1115798.0100
ELEV=2839.1020
STA 17+65.85
N = 825265.39a
E=1115975.0581
ELEV=2822.45
END TRIBUTARY 12
STA 11+36.25
N = 825293.8118
E=1116078.5945
ElEV=2826.72
ox+srRUC11oH ruH I
THE AuIE GEC
m
0
0
FOR EROSION CONTROL DETAILS SEE SHEET EC-2 THRU EC-2D
FOR EROSION CONTROL PIANS SEE SHEETS ECJ THRU EC-10
CONTROL POINTS AND LOCATION MAP
CONTROL PT 602
= 824768.2440
E=1118194.6880 BEGIN TRIBUTARY 9
ELEV=3164.1760

BEGIN TRIBUTARY 6
STA 10+00.00
N = 825763.3687
E=1118020,1918
ELEV=2864.61
BEGIN TRIBUTARY 5
STA 10+00.00
I N=825798.5717
E=1118176.4666
ELEV=2861.88
STA 10+00.00
N = 825415.6244
E=1116379.7316
ELEV=2829.74
BEGIN TRIBUTARY 8
STA 10+00.00
N = 825498.7397
E=1116558.5225
ELEV= 2831.36
a KO ~ ASSOCIATE
Coasnltin$ Engine
~~~,~~e~
~~
NOT TO SCALE
BEGIN TRIBUTARY 10
STA 10+00.00
N=825335.0983
E=1116236.4453
ELEV=2828.12
P.C.
LC-3
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202531~~
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ar:
11
STA 10+00.00

N = 825261.8170 AldomEmironmentai,lna
E=1116259.5766
ELEV=2836.81
CONTROL PT 606
N = 824456.3530
E=1115939.3320
ELEV=2998.7270
BEGIN TRIBUTARY 12
0109

R
a KO & ASSOCIATES, P.C
Consulting Engineers
n m+mar views w wnmtxernn
~~
25 0 50
SCALE
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~ / J,- IMITS OF DISTUI~IAN / / / ~ ~,
E=1119551 84,E ~, ~ i / /
ELEV 285.4.38-' ~X ~ ~ / ,~ ,
~ ~ ,./'
~ ~~
y ~ ~ ~ ~ ` , ~~`' ~pRO D { ~ ~ ~ `.
' ~ , ~ I 1, \ /X J _, -~ , ~ , ~FfA1WEG { ~, X ~ ~ ~ ~ LIMITS OF CONSTRUCTION Axiom EnvOonmenta~, mc.
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X_..~. ~ ~ ~ .. ,,. y ,. STAGING, STOCKPILE-, `_ ~ ~ ~~~ ~ ,., ~ Y
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~~ '•. TEMPO Y ~~;~~~ ~~ ~ ~ / X ~ / ~ -,- 7 ~ ;~
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~ ~,\ ;~ \\ \\ ~\\~, ~ \ _ -- _ ;/ _ -_ _ ,., { /~. CHEC_K,TYPE A -
.,
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~~~ ~~..,, - +-'-- \ ~~N '~, I ~\ ~% I / >~T / j \s 'END TRIBUTARY 1 _
_.
~.
' ~~ , ~ _ ~ ` ,~ ~ ~/ , ~ ,, . ~ ~~ STA 13 +83.45._ __ - _ _ -
.~.
~° -, - - ~ -
m ~ ~ ~ ~ - ~ ~L~ITS OF CONSTRUCTION ~ ;~ "' _ _ _ ,
m ~ ~ BEGIN ~RdBUT~Y-1, ` . ' ~, ~ , / <~ ~ ~ . _ ~ TRIBUTARY 1 LIMITS of ~isruRSANCE~
m \^ .~ ; ~\. STA 10+00. Q k. ~ ~~ _ /,~ ° ~` ~ ~ -~ .. ,
m °~,~ ~ ~.= 826690.814 ~ ~ - \ ~ , ~ _ ~ - _ - _
-? ~ ~ X~ , . ~ . ~ ~ ~ ~ ~ , PROPOSED
EROSION CONTROL PLAN
- _ i ~;
_ ~ _ _ - ~ ~ ~
/
~~ ~ , ' - ~/ ~/ r
k / ~. - +
_ _ -' BEGIN.:=1VlAlN _CHANNEL~ ~ ~ / ~ s
coNSrRUCtwe ruffs
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~¢ ~ ~ I - A ~.. 5 e en ~
1,1541 ~ • k - -
~~ '- ~ / " ~ BANKFULL
a NOTES: ~'''~ =`, . E 2a~~2 __ ~ \ , ~~ o -
L) CONTRACTOR SHALL NOT UTILIZE EXISTING BRIDGES ' ,~ \ ~ ~ ~ ~ ~ _ p p O ~C PROPOSED _. -
ON SRE TO CROSS CANE CRffK WITH CONSTRUCTION •-:° - ~ ~ ~ O / - -
EQUIPMENT. , . ~ ~ .. NC - ~ . ~ ~- o T~IALWEG ....
2.) CONTRACTOR MAY UTILIZE TEMPORARY TIMBER MAT ~ ~ - ~ _ _ ~-
o BRIDGES IN LIEU OF TEMPORARY CSP TO CROSS TRIBUTARY ~'. ~ \ ~"~ \ ~ ~94 \ ~ . ~~ ~ ~ ~ O' ~ - ~ - j
CHANNELS. ~ ~ ~ ~~ ~~: <. p p ; .. - _ ._, ~ ~ . - ..
0 3.) CONTRACTOR SHALL MINIMIZE IMPACTS TO WEiIAND ~ ~ ~ \ •,• ~.. ~ . ~ ~~ ~\ ~ - ,_ . ' ~ :.~~ o .p - .~(~ __. ~ --- - - - ~ _ .~ ~
p
RESTORATION AR6~5 SHOWN ON PLANS. ~ ~' ~ ~"
a T RARX ~ , _ _
;m , `~ CONST` CTI(~N ~' p ~ _ _.
°n FOR EROSION CONTROL DETAILS 5EE SHEETS EG-2 THRU EC-2D ~ ENTRAN ~ ~..~ ~ ~ ~ ~ ~~_
~' FOR EROSION CONTROL OVERVIEW MAP SEE SHEET EC-3 ~ ~"~ ~ 1 I I ~ / ~ ~
- - ~. .

~.

LEGEND
RRRStA
X?Sa~f TEMPORARY ROCK
SILTCHECK'TYPEA' ~ T~PORARY
CONSTRUCTION
ENTRANCE
® TEMPORARY
I
M
E
RVIOUS - _
x LIMITS OF
P
LU
O DISTURBANCE
P-1 PUMPINTAKE - ~- ~MP
EN
F
E
® PUMP AROUND
DEWATERING ~E~ CONSTRUCTION
EASEMENT LINE
AREA
ice/
_ - BfG-IP1- -TRIBUTARY 2. ~': ~.
STA 10~~~80:QOn ~ . ,
-N =826116.36
- - ~-=1fi19Q~5.0313
ELEV=2857.46 :--
_~~'
-€ ~ ~'
~~
r~T`'"`z' ` /' ~
i ~ v,~ ,- IRIBI~fARY 2
.~ „-
=- ;:
m
~i
0
r
n
a
f
0
0
L
1
r
i
4
a

~ - NOTES:
1.J CONTRACTOR SHALL NOT UTILIZE EXISTING BRIDGES
-
O _ \ \x
,
~ ~
~
N SITE TO CROSS CANE CREEK WITH CONSTRUCTION ~ -
i ~: EQUIPMENT.
~' -: 2.1 CONTRACTOR MAY UTILIZE TEMPORARY TIMBER MAT ,.- -.
- TREE FA,R~4,r
TN~~(
Sad \
FOR EROSION CONTROL DETAILS SEE SHEETS EC-2 THRU EC-2D BRIDGES IN LIEU OF TEMPORARY CSP TO CROSS TRIBUTARY ~'"" . .
-'' CHANNELS
-
-'
' -,
-
_ , `°"" AYFAY
FOR EROSION CONTROL OVERVIEW MAP SEE SHEET ECG .
i 3.1 CONTRACTOR SHALL MINIM¢E IMPACTS TO WETLAND _
_ - ._ -
__ ~
- -
RESTORATION AREAS SHOWN ON PLANS. - ~ „~
owa
> ~
_ J ; /~ TEMPORARY ~ FAf~\ \ \ -\\, ~,,\ y y0
~~ / ; SILT FEN X ~
~y ..i ,' ~ . SPOIL : \ ~ +
~+ ~ / ~ AAA S~ \ - ~ ~ N~'
/ RO & ASSOCIATES, P.C. P01 °f "~`~""~ N0• 5~ "°'
MPE VIOUB EROSION CONTROL PLAN off? a ~~°°°'~~~~~ TM~
~ ~d ~ ~
i
~' _ 4 BEGIN,~TRIBUTAR~. \ ~ ~ ~ _ `~~''"`"'
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-
- ~ ~ ~ ~ ~ ~ ~ ~ E.=~111~91]8~.4082v v~: ~ v ~' ~~ FREE ~A~M ~ _' ~` - ~ ;' ~~ :~~ ~ i ~~ w ~ ~,
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RIBUTARY.~ ~ ~ ,. \ ,
~ ~ ~ ',
/ \ ~ ~ ~ ~ . ~ ;, , _ ' ~ L \' ~~ \ \ Aban EmlronmerXal, Inc.
,~
' PROPOSED . ~ - - - - - ~ ~ ~ ~y~
"~ ~ \ I ; ~ ~ ~ BANIffUt~ ~ ~,~ ~. ~ , \ ; ~ ' I~ . TRIBUTARI~,4
BEGi
~ v ~ ~ \ - ~ V ~~~. - - -=-_= '~ \~ .STA 1Q'f.OQ:OQ,\~ ~,\ ..
~ ~A ~ TEM ~ .; ~ -- ~ ~~ N=~2587T:2~2'63\
\ - HAUL~OAD FOLLOWS _ ~ ` . ~ \~ ~~ ~ ~, , ~'=
/ ~ ~ j '. RO K_SILT ~.~ ~`=111 739.1~it7' .~
\ ~ `~ \ CHEC TYPE A ~ .-EXISTING 5011-1rA7H-~ W r, ; ' "s; ~ ~\\ `~
- ~ r _ ~ .:: \ _ _ 874'22 ~~\ ~ \
i ~~
1 :. ~ ~ END. TRI UTARY 2 ~c'c; _ ~ _ \ ~ ' - , ~~~ ~~ ' , ~.:~'',EN[;^`7RI Y ~
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`y~ ~- STA 13+39.59 r\k ~ ~~
/ '
oa ~' LIMITS _OF DISTURBANCE - , - _ ~ ,~~
- _. LIMITS OF- CONSRUCTION ~~X
.- -

~ RO & ASSOCIATES, P.C. "~'~` RENlB•I~E "°. SNH
EROSION CONTROL PLAN a coneultingEngineere TM~~M E
&9 mlfApl wAY, efffi w warina mn PAOIECf BIpN~
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~~ ~ `: HAUL ROAD:>fOLL6W~ ' ~ _ ~~; ~l / i ,~ ~ ~ ^ ~•
'~ ~`~ EX1SflNG~~01L-PATH=..;. - -c~ .PROPOSED THALWEG k `, ~ :~ Zn` `~ ~ ELEV=2866.70
U ~-~ _
- ~ ~
W ~ \ , '-__,__-_,--- __-, ~~ ~ ~ TRIBUTARY 6~ FAIY ~_\
. I
,. ~ _ - ~: LIMITS OF DISTURBANCE ~. I za~\
Z ~ ~ ~ -
~ . ` \ \ . - -. : - ~ _ ~ ;. ~~ ~ PROPOSED THALWEG - . I ~ 1 _,~ PROPOSED THALWEG
TRIBUTARY 5 _
~' •.
..
o~;~~ \ PROPOSED L~r~ _ - _ _ _`~ ~ ~ ~ _ RM , /
- _ `...TREE FA/
~,~ _ _
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W , ; ` . ~ ~ ~ - _ - _, : _. - PROPAS~D, BANKFULL ,. ~ :PROPOSED BANKFULL / I \' ~ ~
- --- -_ - _
N - _ -----261- / ~ . I X ~~ P
.. ;~ _ TO ORARY ~.
~;-
R CK ILT
,°~ ~ ~ ` : THALWEG LIMITS Of CONSTRUCTION , I - ~ -' ~, ~- ~` ~
,, .: ~_-
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BEGIN .TRIBUTARY 5% a ~ ` ,
\ ..~ . ,
_ ~, ~ ; ~ BEGIN TRI ARY~b ~ - ~~~,
- ~ -
$TA ] + 00.0 I
- ~ \'• ~ '~ - - - ~ ~ - i ~ \ ~ ~; A:dom EnvirornN3ntal, I
,r , ~ ~ - ~ = 0 717, ~ ~ STA~.IO~DO ,?L`~ ~ - ~~
c
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-~ 1.. ~ - - - ~ \ ~ = 825763. 687 . -°
TRIBUTARY'
A
;'
- ',v
_ ~ ,\, ~-, _ - ~- . ,~ ,~ ~" :' '; ~~~ `°; E~=1118020.1918 ~- ~`` b~~
~ \ ~../ J"
~ ` _ c~
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3 ~~
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i~~,,.~-. L AREA Z~~;~
LEGEND
TEMPORARY
RSL~OC TEMPORARY ROCK ~
'
' CONSTRUCTION
~20C SILTCHECK
TYPEA ENTRANCE
® ITMEPAIEG ~~ _ X _ LIMITS OF
DISTURBANCE
P-1 PUMP INTAKE --~-- IT
ON EY
SIL
FE
® DEWATERING ~E~ EASEMENT~LINE
AREA
~ TREE FARMI~

~r
LIMITS OF CONSTRUCTIOrf
'~ LIMITS OF DISTURBANCE
NOTES: \
1.) CONTRACTOR SHALL NOT UTILIZE EXISTING BRIDGES
ON SITE TO CROSS CANE CREEK WITH CONSTRUCTION
EQUIPMENT,
2•I CONTRACTOR MAY UTILIZE TEMPORARY TIMBER MAT
BRIDGES IN LIEU OF TEMPORARY CSP TO CROSS TRIBUTARY \
CHANNELS.
3•I CONTRACTOR SHALL MINIMIZE IMPACTS TO WERAND \
RESTORATION AREAS SHOWN ON PUNS. ~,
=` r
~~
.~
TEMPORARY' J
ROCK SILT ~
CHECK, TYPE A
,•. ~'c„
-da
~ ,
_~ ~.+
~ ~
3 ~- X -~-X
i - ~ ,~~_X ~ r~
END TRIBUTARY 6A
~~ ' ~ ; STA 11+3 .57
~\
j ! TEMPORARY
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1 i CHECK, TYPE A
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FOR EROSION CONTROL DETAILS SEE SHEETS EC-2 THRU EG-2D
FOR EROSION CONTROL OVERVIEW MAP SEE SHEET ECG w. ~

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1.) CONTRACTOR SHALL NOT UTILIZE EXISTING BRIDGES
ON SITE TO CROSS CANE CREEK WITH CONSTRUCTION
EQUIPMENT.
2.) CONTRACTOR MAY UTIUZE TEMPORARY TIMBER MAT
BRIDGES IN UEU OF TEMPORARY CSP TO CROSS TRIBUTARY
CHANNELS.
3.) CONTRACTOR SHALL MINIMIZE IMPACTS TO WETLAND
RESTORATION AREAS SHOWN ON PLANS.
LEGEND
~PORARY
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' TEMPORARY ROCK ~
'
' CONSTRUCTION
XXXL
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PE A ENTRANCE
® TEMPORARY
IMPERVIOUS - X - LIMITS OF

PLUG DISTUREIANCE
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FOR EROSION CONTROL DETAILS SEE SHEETS EC-2 THRU EC-2D ~ At~Y
FOR EROSION CONTROL OVERVIEW MAP SEE SHEET ECG

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LEGEND --------- '"1 _ __
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SILT6HECKYT(PEA' CONSTRUCTION ~ \ ~O ~ oC1 // / / /~
~ ~ TEMPORARY _ _ _ ~ . - „ ~ .... ~, O/ G 1 ~~/ / T ~ /, / / / % j ~`:
ENTRANCE _ ~ ~ / ~
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~ ® IMPERVIOUS - X - LIMITS OF NOTES:
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PLUG DlsruRerwcE '~ j i., BEGIN TRIJ~UTII-R,.~.
1.) CONTRACTOR SHALL NOT UTILIZE EXISTING BRIDGES -- - - _ - i J / LY + ~ ~ '~; ;
ON SITE TO CROSS CANE CREEK WITH CONSTRUCTION I ~ STA' 104 0"AO~X ' ~ ! ~ ~-~~~ ~
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-III- SILT FENCE N=825962.0471 w ~,'~"~
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PUMP AROUND cONSTRUCnON BRIDGES IN UEU OF TEMPORARY CSP TO CROSS TRIBUTARY
~a ® DEVJATEPoNG '~E~ EASEMENT LINE CHANNELS. E=1116788.8466 AYAY
~p ~~ 3.) CONTRACTOR SHALL MINIMIZE IMPACTS TO WETLAND FOR EROSION CONTROL DETAILS SEE SHEETS EC-2 THRU EC-2D ELEV=2837.36
RESTORATION AREAS SHOWN ON PLANS. FOR EROSION CONTROL OVERVIEW MAP SEE SHEET ECG
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FOR EROSION CONTROL DETAILS SEE SHEETS EC-2 THRU EC-2D
FOR EROSION CONTROL OVERVIEW MAP SEE SHEET ECG CHANNELS. _
3.) CONTRACTOR SHALL MINIMIZE IMPACTS TO WETLAND
-., ..;, _ RESTORATION AREAS SHOWN ON PLANS.
LEGEND
TEMPORARY ROCK
' ~ CONSTRRUCTION
SILT CHECK TYPE A ENTRANCE
® ~R~ _ X_ LIMRSOF
DISTUREUINCE
P 1 PUMP INTAKE - -
-- S
M
N
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TFE
CE
PUMP AROUND CONSTRUCTION
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coNmlucnoN RANs
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h, -- --~~ BEGIN TRIBUTA 11 N=825253.3120 ~~~=-~ ~~ ~ HAUL.RaAo--FFC~ttows ~~.
EX TING OIL PATH
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1, •1\ ~ _ TRIBUTARY 11,. '-` ~• ~ ~ - ~ ~J \\ :~ ~~ ~' ~ IL SITS DISTURBANCE
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~~~``~ •'~ ~- TRIBUTARY 12 ~ ,' , ~ ~' , w w
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TR
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TYPE A ENTRANCE
® TEMPORARY
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' STA 10+38.47
X0'01. MAIN CHANNEL -_ _ ~ 0 8° 0 2 3 8
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~~' ~~ ""~ ~,.,,yg~-., LIMITS OF DSTURBANCE
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/ NOTES:
LIMITS-0~ CONSTRUCTIONS
\ i 1.) CONTRACTOR SHALL NOT UTILIZE EXISTING BRIDGES
~, , ~ ~ ON SITE TO CROSS CANE CREEK WITH CONSTRUCTION
EQUIPMENT.
2.) COMRACTOR MAY UTILIZE TEMPORARY TIMBER MAT CONStLt1CIlON nANS
BRIDGES IN UEU OF TEMPORARY CSP TO CROSS TRIBUTARY T~ ~~ uric
CHANNELS.
FOR EROSION CONTROL DETAILS SEE SHEETS EC-2 THRU EC-2D 3.) CONTRACTOR SHALL MINIMIZE IMPACTS TO WETLAND A~tY
FOR EROSION CONTROL OVERVIEW MAP SEE SHEET ECG RESTORATION AREAS SHOWN ON PLANS. "'
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