Martin Mitigation Site

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STATE OF NORTH CAROLINA
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DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
Mr. John Thomas
March 19, 2008
U.S Army Corps Of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
LYNDO TIPPETT
SECRETARY
Subject: As-Built Report for Martin Mitigation Site, Stokes County, TIP Project
No. B-3045WM, WBS#. 32835.4.3, Action ID 200632527285
Dear Mr. Thomas,
Please find enclosed the As-Built Report for the subject site. The Stokes County
Maintenance Engineer responsible for administering the project has certified that the site
was constructed according to construction plan sheets, with any exceptions noted in this
As-Built Report.
`-The following information has b-,en included as part ~; the As-Built Report: 1)
As-Built Plan Sheets (with adjustments highlighted in yellow), 2) Photo Points Location
Map, and 3) Planting Plan and Restoration Detail Sheets. The site will be monitored as
follows for each year of the 5-year monitoring period: Reference photos, plant survival
(i.e., identify specific problems areas (missing, stressed, damaged or dead plantings),
estimated causes and proposed/required remedial action); visual inspection of channel
stability. Physical measurements of channel stability/morphology will not be performed.
A monitoring report will be submitted within sixty (60) days after completing the
monitoring.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
NATURAL ENVIRONMENT UNIT
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone] or
919-715-1335
FAX: [phone]
WEBSITE: WWW.NCDOT.ORG
LOCATION:
PARKER LINCOLN BUILDING
2728 CAPITALBLVD. SUITE 240
RALEIGH NC 27604

If you should have any questions or require additional information, please do not
hesitate to contact Mr. Randy Griffin at [phone]. Thank you once again for your
continued support and cooperation.
Sincerely,
`'~ ` (i~
~~~
Philip S. Harris, II , P.E., CPM, Unit Head
PDEA- Natural Environment Unit
Enclosures
cc: Mr. Scott McLendon, USACE, Wilmington (w/o attachment)
Ms. Marla Chambers, NCWRC (w/o attachment)
Ms. Marella Buncick, USFWS (w/o attachment)
Ms. Kathy Matthews, USEPA (w/o attachment)
Mr. Randy Griffin, NCDOT-ONE
Mr. Matt Green, NCDOT- REU (w/ attachment)
Mr. Brian Wrenn, NCDWQ (w/ attachment) '~
Ms. Amy Euliss, NCDWQ (w/attachment)
Mr. Noel Chilton, NCDOT-Div. 9 (w/attachment)
Mr. Kent Boyer, NCD(~'1'-iliv. 9 ! ~;!a" ~chm.ent)

See Sheet t-A For Index of Sheets
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EXISTING
PROP05E
Q STOKES COUNTY
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STOKES CO U11 QTY
' ~ BUFFER A11 ~D STREAM MITIGA TI011 ~
~.
LocATroN: MARTIN sITE
~a "°~'°~~ PROJECT AREA TYPE OF WORK STREAM AND BUFFER RESTORATION
(~~
r~~~ , ~ ~~`~ I ~, t \./
~C~~ ~~ ~ ~ ~~~~~~~~~~' "~~~ ~ I ~~~~~~ I 11 ICI II ~ ~ ~ ~ ~r'i~~--
IXISTING GRAYEL ROADS .. ~~ ~_'~~~~~~~~%J~~ ~~~i~~~'%1;~~~lu~hi~'%iX!iidn~ ~3~~~a~~~~ ~ _ _- ~' ~ -,
5TA 33+07 -L-
NCDOT CONTACT -JAMIE LrWCASTER, P.E.
GRAPHIC SCAL1sS DESIGN DATA
PLANS -SCALES VARY
2~~
PROFILE {HORIZONTAL)
2~
PROFILE {VERTICAL)
PROJECT STREAM LENGTH = 720 LF
PROJECT BUFFER AREA = 19.3 ACRES
^~^ Kimley-Hvm
PLANS PREPARED BY; ~ and associetea,lna,
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~ JTM~fM SP8(90U7lOltl
.x~n mn rwirt u,owa w men - mr.~.
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•~• 6-3045 & 8-2639 ~ 32
inn wuxn u~w.xa
omsm~r
AS BUILT

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DESIGN ENGINEER
DIVISION OF HIGHA'AYS
STATE OF NORTH CAROLINA
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DEPARTAlBNT OF TRANSPORTATION o
FEDERAL HIGIIR'AY ADMDIlSTRATTON
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LITTLE PETERS CREEK
MARTIIIr SITE
INDEX OF SHEETS
I TITLE SHEET
IA INDEX OF SHEETS, LIST OF STANDARDS & GENERAL NOTES
IB SYMBOL SHEET
2A & 2B TYPICAL SECTIONS
2C DETAILS
-ROCK CROSS VANE
-J HOOK
-DIRT ROAD SECTION
-STREAM CROSSINGS
2D -CHANNEL BLOCK
-TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
-COIR FIBER MATTING
-BREAK AWAY FENCE FOR CROSSINGS
2E DETAILS -PUMP AROUND OPERATION
3 QUANTITIES
4 BUFFER/KEY SHEET
5 - 9 PLAN SHEETS
10 PROFILE SHEE7
EC-I EROSION CONTROL COVER SHEET
EC-2 - EC-6 EROSION CONTROL PLAN SHEETS
L-I PLANTING COVER SHEET
L-2 - L6 PLANTING PLANS
U PLANTING DETAILS
XS-I- XS-3 CROSS SECTIONS
ROADWAY STANDARD DRAWINGS:
(REV. JAN. 20021
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN 'ROADWAY STANDARD
DRAWINGS' -ROADWAY DESIGN UNIT - N,C. DEPARTMENT OF TRANSPORTATION -
RALEIGH, N.C., DATED JANUARY 2002 AND THE LATEST REVISION THERETO
ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED
A PART OF THESE PLANS;
sro. No.:
1633.01 TEMPORARY ROCK SILT CHECK TYPE A (iRSC-A)
1605.01 TEMPORARY SILT FENCE
666.02 WOVEN WIRE FENCE
BF7&T
~r~~~ 6~G.,~~
gay Y e
i OJ0000 ~
+~ ~ ~I NE"QP ,4
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GENERAL NOTES:
SUBSURFACE PLANS:
NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT.
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Not to Scale
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II9dVI~d~N ~~' ~IdG1FYW.~~ ~
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY
State Line
-...~..__
County Line
Townshi
line
p
Cit
Line
y
Reservotion Line - - - . -
Pro
ert
Une
y
p
Existing Iron Pin o
Pro
ert
Comer
p
y -~
Property Monument ~
Parcel/sequence Number Q
Existing Fence line -x-x-x_
Proposed Woven Wire Fence --~--
Proposed Chain Unk Fen
ce -a--
Proposed Barbed wre Fence p
Existing Wetland Boundary ----„--__
Proposed Wetlond Boundary ",-
Existing Endangered Animal Boundary ~-
Existing Endangered Plant Bo
d
un
ary ~-
BUILDINGS AND OTHER CULTURE.•
Gas Pump VeM or Uti Tank Cap p
Si
n
g o
Well o

Small Mina ~,
Foundation 0
Area Outline ~~
Cemetery ~~
Building ~~
School

Church

Dom
HYDROLOGY••
Stream or Body of Water
Hydro, Pool or Reservoir r-----,
lurisdidional5treom ~ -J
-n-... _
Buffer Zone 1 -~ ~
Buffer Zone 2 _.~ i-
Flow Arrow ~ __
Disappearing Stream -__
Spring ~-..~ .-,
Swamp Marsh ~
Proposed Lateral, Tail, Head Ditch ~
~~
False Sump ~
RJ4ILRDADS••
Standard Gauge
csx rx4vsroeruav
RR 5ignol Milepost o
YNEPUST SS
Switch ~
RR Abandoned _._ ._._
RR Dismorriled
RIGHT OF WAY.•
Baseline Control Point
Existing Right of Way Marker Q
Existing Right of Way Line -_
Proposed Right of Wa
Line
y
. -.~_
Proposed Right of Way Line wkh
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite Morker
Existing Control of Access - ~_-

Proposed Control of Access ~e.
~._
Existing Easement Line - _E-_
Proposed Temporary Construction Easement- e
Proposed Temporary Drainage Easement- -~E-.
Proposed Permanertf Drainage Easement- -paE-
Proposed Permanent Utility Easement -roE-
ROADS AND RF.JG4TED FERTURES.•
Existing Edge of Pavement --
Existing Curb -_
Proposed Slope Stakes Cut _ _ _ ~ _ _ _
Proposed Slope Stakes Fill _ _ _ F _ _ _
Proposed Wheel Choir Ramp
Curb Cut for Future Wheel Chair Ramp - cF
Existing Metal Guorrlroil
Proposed Guardrail r
Existing Coble Guideroil ^
Proposed Cable Guideroil
Equality Symbol
Pavement Removal
!'EGETATIDIY.•
Single Tree ~}
Single Shrub o
Hedge ~.~.-
Woods Une ,.
Orchard Q 4 43 4
Vineyard wne,or,
EXISTING STRUCTURES.•
MAJOR:
Bridge, Tunnel or Box Cuhrert c~
Bridge Wing Wall, Head Wall and End Woll - ~ ~
MINOR:
Head and End Wall c~c N,
Pipe Culvert
Footbridge __,~
Drainage Box: Catch Basin, DI or 1B ~ce
Paved Ditch Gutter --.---
51orm Sewer Manhole Os
Storm Sewer ,
UTILITIES.•
POWER:
Existing Power Pole j
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole .~.
Power Manhole ~
Power Line Tower
Power Transformer ~
WG Power Cable Nand Hole p
H-Frame Pole
Recorded LYG Power Line
Designated lYG Power Line (S.U.E."
TELEPHONE:
Existing Telephone Pole .~
Proposed Telephone Pole ~
Telephone Monhole p
Telephone Booth ~
Telephone Pedestal ~
Telephone Cell cower ~
lYG Telephone Coble Nand Hole ~
Recorded USG Telephone Coble
Designated USG Telephone Coble (S.U.E,")- -- --~----
Recorded lid Telephone ConduR «-
Designated L4G Telephone Conduit(S.U.E,")- -- --«----
Recorded ll-G Fiber Optia Cable . ~^-
Designated lt-G FiberOptiuCable (S.U.E.")- -- --.ro---
IWJEQ

' N""`~
,jl~~~ ~~~`s
I ~~
~~?,p~`~roir~PPfr
WATER: I ``a. M.s°

Water Manhole
Water Meter o

Water Valve
Water Hydrant ~
Recorded LYG Water Line --.
Designated lVG WoterUne (S.U.E,"r - ----•----
Above Ground Water line `
.,~ wa,a,
N:
N Satellite Dish ~
N Pedestal
N Tower
lYG N Cable Hand Hole
Recorded U•G N Cable ~_
Designated LbG N Cable (S.U.E ") - - - -n_ _ _ _
Recorded lLG Fiber Optic Cable -~w-
Designated lbG Fiber Optic Cable (S.U.E,'}- - ---nPo---
GAS:
Gas Valve ~
Gas Meter ~
Rewrded lYG Gos Line .- -~
Designated LbG Gas Line (S.U.E.")- - ---~--__
Above Ground Gas Line Rio oas
SANITARY SEWER;
Sanitary Sewer Monhole
5onitary Sewer Cleanout
lVG Sanitary Sewer Line „-
Above Ground 5onitary Sewer A,c 5~.~ 5„,^
Recorded SS Forced Main Une ,~_
Designated 55 Forced Mein Line (S.U.E.") - _ _ _ _,,,_ _ _ _
MISCELLANEOUS:
Utility Pole ~
Utility Pole with Base 0
Utility Located Object
o
Utility Traffic Signal Box
Utility Unknown LYG Une ._,~„_
lLG Tank; Water, Gas, Oil
AEG Tank; Water, Gas, Oil
IJ~G Test Hole (S.U.E,") ~
Abandoned According to Utility Records - AATUR
End of Information E.0.1.
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RIFFLE
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OF
REVISIONS
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:\pn\ 01171~~044 Martin\plan\dgn\

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RWECY !El919•~CF N0. !N!R N0.
B-3045 & 8-2639 28
MN 6MET N0,
DE6NiN ENOKV®t
~~
`
LITTLE PETERS CREEK °
~
~
~
NOTE: i BEPI
7~~,~~ AAD ~J~+
LIJLIR~ Slily
TYPICAL SECTIONS ARE PROVIDED TO GIVE THE GENERAL
F
T
H s !30000 ~
+9 ~If~~~!

TYPICAL SECTIONS ~HE CBANNEL
A
MORE
ANATURALQAPPEAAIANCEIANDIALLOW
A SMOOTH TflAN
ITI ~~FN M Qd+
•~O
S
ON FROM EXISTING CHANNEL TO `•-•••~
NEW CHANNEL.
TIE TO EXISTING EXISTNG
GROUND BANKFULL
15' WIDTH 15,
-----------------I -- -- -
_
!
LEVEL ! LEVEL
I
ilE TO
TIE TO
BANKFULL E%ISTING EXISTING
GROUND
GROUND
~ LOW FLOW - -
- R
~ ~~--------
`- N --
-
-
N -----'----- ----~ - ------- ---
---"' -
3,v 3~
RIFFLE SECTION A-A TIE To

STA -P- 103+75 TO 108+15 EXISTING
GROUND $v j.\ BANKFULL
3.3'
COIR FIBER MATTING
COIR FIBER MATTING
RIFFLE SECTION A-A
e NlkFUU STA -P- 108+15 TO 108+99
TIE TO EXISTING WIDTH OR AS
_ GROUND DIRECTED BY
- - - - 5' 12' ENGINEER 15,
J%-~- __ _------~ /------------ --- --~---
LEVEL `- , ~~ iIE i0 EXISTING
! LEVEL
6:I I ! GROUND
TIE TO
E%ISTING
13' 23.0'
13'
i
BANKFULL GROUND
I N ! LDw FLOW
~ " "- - - - -- _
COIR FIBER MATTING I
! _ _ _ _ _ _ - - _ _ ~ -
IiYPICAI BOTH SIOESI I ! OUTSIDE OF MEANDER BEND ~,~ _
- -- -- - -
POOL SECTION B-B ''`
qg TIE TO

STA -P- 103+75 TO 108+15
N E%ISTING
BANKFULL GROUND
2.\
z•,
0.6'
COIR FIBER MAiiING COIR FIBER MAiiING
POOL SECTION B-B
Exlsruc STA -P- 108+15 TO 108+99
BANKFULL
WIDTH OR AS
TIE TO E%ISTING DIRECTED BY
GROUND 15' ENGINEER /2~ 5,
- - ti ! - - - - - _ , ~ ' ~ TIE TO EXISTING
LEvEL K ~ - LEVEL
BANK FULL ~ I G;I TIE TO
ExISnNG
I GROUND - - -- - - _
LOw FLOW I ~
1 N I 3,y
OUTSIDE OF MEANDER BEND ~ ~ I
13' 23.0'
13'
POOL SECTION C-C
STA -P- 103+75 TO 1D8+15 colfl FIBER MarrlNc
m 5d
2;i a BANKFULL
2'~
0.8'
POOL SECTION C_C COIR FIBER MATTING
STA -P- 108+15 TO 108+99
RESTORED BANKFULL CHANNEL TYPICAL SECTIONS
NOT TO SCALE
---
1
TIE TO
Ez6rING
GROUND
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LITTLfi PETERS CREEK
MARTIII' SITE
DETAILS
1!1 fA YII
MGWOI MNPILL IAMIGL
nm nm sIm
M.„ f~
M'
/
A
wAea MM
a MIRu
fYSl _ IYYATIGI
,v;',
IAGVtu, m
~~'~ r ro.M Moti rn an r1eL
w„ 0.1' . e•Y Illr IIT~I
wYlw IOW n ^~ , rn.
MaL ~_
~1 /~IOII aMYATa /w
- u1wnM a GMUwI
P YI
IGIUw Icama R 1
RRiGI wlw} YGN}f1 nm
• t.0 R 1./ R !.1 R
IOlel 71t>• Oa1/IpN aftR
tw wlaM em IOIA2•1 MMSs
SECTION A•A
}n.

wWLL ttl YAM AM a}
AINOYLL 6RA„M
w°°
~
IOw w
W
01„1Newl
IAMRu
rn.
N~~li~ RLTw IAIaO 10~
InNI~ 1 II,M) Ya, Ieau a rwn Aa INMM
OR M iVlw M XAro ANY
~
SECTION B•S
IOaI
pT MR a IOM ro ^ a CoG Om O~
YM\ M ttw LI}0 MIIVYLL.
1. M Mr flwrm Yea m Dow„ IM}w IOY!lGY.
i Owl "A' era
• wn~ll wr uwo YMae}tl1°MI.}o Iw11M rotM
J • HOOK VANE DETAIL /. MMAR Ilarul „w}Mn fMlw! M M a
IR ro Mul 1, }MO ~ INwu i t~„'i Tall IYMP10.1, wm.
srRUCruRE STa E~y
ROCK CROSS VANE 103+18
ROCK CROSS VANE 104+76
~OIf1E0 CROSS VANE 105+49
ROCK CROSS VANE /C6f90
ROCK CROSS VANE 101+94
R(xK CROSS VANE 108+55
944.4
943.8
943J
9422
9420
941.9
ACL STRUCTURES CHANGED TO ~FlEO
CROSS VANE TO ASSIST W/TH TURNING
WATER Y4ROUN0 THE BENDS AND TO REDUCE SHEAR
STRESS ~' OUTSIDE BANKS.
aSTNElUE~ ~
7' 7'
Z '/.
1•\ 18~CH
I Z"~
EESS
CR~pWD
TYPICAL SECTION -PROPOSED DIRT ROAD
N,IS
MMIRAttw lrR
i
IIWO!
~~
aAw 1 vl
~• I sneR
Nww MM
le~ ~u
YIRU, }n,~ ~
IIT ITI!'
AI~IN11'~
eraG
Ta rAw AM Im
wauA Iwwuu IurAnM
MMC~
N YO tM Nelt
IrnwIPILL
w Tarr wMe /0'1°f
~~ ~ nIb'wM' Mm eN rw A• IwNL/
Ilgrwwt~urlw~ YI AM
ECTI S•S
e}w~ rAR a rIw „ ^ t1 uw Yiw MN
rANI Aw nr Im wfvuu•
1, m la quvm rMl Yp cull „ IMrw wouwl.
1. aAM ~A Irew w ^ elw „ MIIa row
A• Ism am LL n Qta ielwlu M R iM
ROCK CROSS VANE DETAIL ez~a,.~•
Nm „law /. law Mm Gaal r ! „ / Ynr IApyLI s„,
I I ,~-A I I
M IIIIG
GYMI rQwi Ota
q 7fGIGiw M
,^ rw IIYtt
~-wi wwlu
MM MOM YAIG
IIM11N R eerM
M nAN Glwn
MI MM MOM
wl ORAiII
OWI[w1 A4
YIGTIM N Nm0
M fYAI Mml
PLAN VIEW
SECTION A•A
STREAM CROSSING DETAIL TYPE I
Mr „ Itw
STREAM CROSSING DETAIL TYPE II
MO} „ IOLLI
NOTE:
1" BURY 20k OF PIPE DIAMETER UP TO 48" (1200mm) PIPE
AND BURY 1' (0.3n) OF PIPE FOA DIAMETERS ABDYE 48'r
(1200mm).
iYY inlR N0. -~
~~~
! >~~~~~
~;q~~~~
AS BUILT
PLAN VIEW
eR wAlw IIM MM
A wMIq N Ili Mm
a 1w 1M„A MM
~~IwAlw NOL
`Mem Iwt, m•
•" ~mTw IAIMO, rn.
SECTION A•A
wwwYAi1M~ MT RMO
IOIeMR
MTMLL ~~MMwNT~
IIeM/ I eGYOxr
IATGUI.
f/q te,t
~e
GAM A 1101!
tt" MM (MMq
SECTION S•S
i
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C
ro
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wN~l Yagaa R 1
RATION NISGR IwRN nm
• 1.0 R /,/ R 11
Mm }w11 IaalltaM IIYI/r
t• ltNar Ra IGaOGM uwwm

R6@BNCT
~. AW 6MEE1 N0. -~
A`~d~~~ ~ f
eEU
N
i~
i
/0
Op
P
STONE FOA EROSION i
8 NJ. f200 MMI
AEW ATMPAMIANK AR4LL UNCAMi
AE TAPATED Ae e' AuA, AACIL=:u T.s' o ae.
APrCIFim IN PLAX! ~T,EA 10' (s.OA) PININI oAA E~
EITENC CIIAN~EL 6lACK
nn, of E.D AEYOxD INVeR
OF EKIATINC CHANNEL FLOW ~ '"~~ 150. n '~~~ i r~ f '~.
CXAIIxEt-~ 'yin tL5T 1~ ~- ,~ ~'h Y ~~'
INYEIIT y ... .I }~~,.~"y ~ ~ ~ .~,v. ~, ~ R. ,~Yj. ~.
' AACXFIU SECTION A-A
EO' rIN
LEXOTX UMCOMPACTED
IACIffILL

~:
COIpACTEO :,'h~~!e~;f~t,?!: ''?i;':!i'rer,~!h
STREAM PLUG
XOT TO ACME
LITTLE PETERS CREEK
MARTIN SITE
DETAILS
NOTES:
L TIhiNING RdpIUS SUFFICIENT TO ACCOLIOD4TE L4RGE TRUCKS
SHALL BE PROVIDED.
Z. ENTRANCEfSI SHOULD BE LOCATED TO PROYIOE FOR UTILIZATION
BY 4Ll CONSTRUCTION VEHICLES.
1. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENL
PER OOICG OPDfiESSINGF W~TH STO ED WILL 8E NECESSARY.
4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST 8E
ttEANED UP YAMEDI4TELY.
S GRAVEL CONSTRUCTION ENTRANCE SHALL BE LOCATED AT
ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABL.IZEO.
FREDUENT CHECKS OF THE DEVICE AND TIMELY MAINTEN4NCE
MUST RE PROVIDED.
6. NUMBER AND LOC4TIDN OF CONSTRUCTION ENTR4NCE5 TO
BE DETERMINED BY THE ENGINEER.
NOTE: FILTER FABRIC FOR DRdIN4GE TO BE PL4CED BENEATH STONE
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NOT TO SCALE
AELetr
xoTEef
7. CXAIIMEL ALOgC AXALL ME INeTALLED AN ACCORpANCE MITX THE
PROJECT APECIPICATIOIM~
I. (LOCK AXOIILD EE INrTALLED AT THE INTERFACE IETWEEM EKIATINC
CIWIXEL AND /ROPOeeD gIAI1XEL.
3. AOTTON OF BLOCK MxNIW RE A rINIgIR ~ E,0' elLOW TXE IMICIIT
OF THE AXIATINA CHANNEL.
4. ALOCIC AxouLO l7ITEMO A rIxINRI OP e.0' AEroxo Tx[ LTMITA DP TIA!
ExiRIiN ATAGr CXAXNEL.
A. IxeTAU enoe:ox eoxrROL MATTIIIa AID APED IN ACe011DAxtE NITN
6. COMPACT AACNPI~I O~e7ITENi /OAA37lE OR A~NE C~IRECTIOx OF
THE MNCIXEflI.
~A~~~ IN~'p+i
MITTIMO ANCIMIR TRIMCX
IX TAAXCX OX T' ClNTMN
. ~ ANCXMI XIlIII
OIAECTIOx
OF /LOW
i
~CANRM
ANCNOIIA
OX t' fN111TAR1
O" x x" (eeX1eA1)
WOOAAN ITAIM
T"
!0"
!1 AIEEL
AEIXFORCYtNT AAR
~i !~- A" orrRLAY1rIX1
'~ ~"°" PLAN VIEW
Te"
COLA PIMA ITY-)
nmxa AAavlu~
a' TmnwAX ~
EATEND
TO NXX
~ / r-AIXlrR1 DX
L +' tENI®N
IN 7REXCX
- - - L - rAmxA AXALL A!
PIACm 01 TIIMCM
AND AACXRILIAD
RABAA IED ~N OX
TYPICAL CROSS SECTION
1" rIX
COIR FIBER MATTING DETAIL
NDT TD ACAL!
~"
~~~
i!"
ANCHOR OPTIONS
XD1N1
1. IN AAAAI TO K MTTlO ALL I!'J9LN1, AIL
AAMNelIR! AXD ARIL FIX!PANATION TINT t
ernttnN fn ACCOIIDANCE rtTx Txe PRaar
AFUIru,XTmXA neon tD /ucsolT or eoM
nArl umXA.
4. XAAAA OR RAIIrI MY k 111® IX ILACA N'
WOOMlX RAXMA AA OIAGTlD AY TX! !IIlII®I.
NOTE:
THE TWO LOWEST STRANDS OVER THE
CHANNEL SHALL TERMINATE AT ONE OF
THE ADJACENT POSTS AND BE SECURED
TO THAT POST SUCH THAT FLOATING
DEBRIS WOULD DISLODGE THE WIRE
WITHOUT DAMAGING THE REMAINING FENCE.
BREAK AWAY FENCE FOR CROSSINGS
NOT TO KALE

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rIX. OF 7' IEYOIN LIrITe
OF ECSATixp CNINXEL
PLAN VIEW

i
NOTES:
1) All excavation shall be performed in only dry or isolated
sections of channel.
2) Impervious dikes are to be used to isolate work from
stream flow when necessary.
3J All graded areas shall be stabilaed at the end of each
work day.
4) Ahaintenanca of stream flow oparotioru shall be incidental
to the work, This includes poiyethyfene
sheeting, diversion pipes, pumps and hoses.
5J Pumps and hoses shall be of sufflcicient sae to dewater
the work area,
I
I
I
l
I
I
I
I
SPECIAL STILLING BASIN
(SEE PROJECT SPECIAL PROVISIONS) 1
Util'ae o Stabilaed Outlet Instead of
a Special Stilling Basin If Pumping
Clean Water
IMPERVIOUS DIKE
(SEE PROJECT SPECIAL PROVISIONS) I
MN BNBiT
EXAMPLE OF PUMP-AROUND OPERATION

TEMPORARY -
FLEXIBLE HOSE
SPECIAL STILLING BASIN
WITH ROCK PAD
SpttialSfillinp Bodn
6rbfinp Turain
15.0 - 20.0 ft.
B,D in. G~ mint d
Fi1Mr Fobrie S~dimx,t Canaol Stony
Sham Bank
Na To Scab
Noro:Provide Sh>bBed Du11Nto Stnambank
1
~' SPECIAL STILLING BASIN
(SEE PROJECT SPECIAL PROVISIONS
DEWATERING PUMP
I EXISTING
I ~ STREAM
CHANNEL
r
I
OW I
`•
~ ~ ~
i `
PUMP-AROUND
N0.
~~
l~ ~~~~~
BEFL~ ~
I
t B3WG ~
~q s
~~cN,.•
SE4UENCE OF CONSTRUCTION FOR TYPICAL WORK AREA
1. INSTALL SPECIAL STIWNG BASIN(S).
2, INSTALL UPSTREAM PUMP AND TEMPDRARY FLEXIBLE HOSE.
3. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING
OPERATIONS FOR STREAM DNERSION.
4. PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING
APPARATUS. DEWATER ENTRAPPED AREA, AREA TO BE DEWATERED SHALL
BE EQUAL TO ONE DAY'S WORK
5, PERFORM STREAM RESTORATION WORK IN ACCORDANCE WITH THE PLANS,
6. IXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOYAL
OF IMPERVIOUS DIKES, REMOVE IMPERVIOUS DIKES, PUMPS, AND
TEMPORARY FLEXIBLE HOSE, (DOWNSTREAM IMPERVIOUS gKES FIRST),
7. ALL GRADING AND STABILIZATION MUST BE COMPLETED AT THE END OF EACH
WORK DAY WITHIN THE PUMP AROUND AREAS BETWEEN THE IMPERVIOUS DIKES,
THE IMPERVIOUS DIKE LOCATIONS A5 SHOWN ON THIS SHEET ONLY SHOW THE
UPPER AND LOWER EXTENT OF WORK FOR EACH STREAM SEGMENT, THE
CONiR?,CTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION
OF THE IMPERVIOUS DIKE(S) FOR EACH DAY'S WORK
8. REMOVE SPECIAL STIWNG BASIN(SI AND BACKFILL, STABILIZE DISTURBED AREA
WITH SEED AND MULCH,
IMPERVIOUS DIKE
(SEE PROJECT SPECIAL PROVISIONS)
~ `
/ ~` \
~ \
~ `~
~~~
` ^` _
~~
- ~
. ~
. ~
. ~
~ ti
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~r,~A~~ Ne"QP'+
N
TYPICAL PLAN "°~~
"or ro seaLF +. OLAf! ^A°, ^e^, os ,in arose ca es usEa To noise

EXISTNG
BANKFULL s• ~" NAelvsu'n esrexr raue~e oe Ar ~
TIE TO EXISTING
WIDTH OR 0.S a=~~~ ~ ~ lNeINeOI.
GROUND
- - DIRECTE6 BY
- - - S' /2' ENGINEER 15,
J.~ --_ _____ __\ ~ _-________ _- __~---
LEVEL ~ - LEVEL 3,~ TIE TO ExiSTMG
6a I TIE i0 GROUND
I7
EXISTING 23.0' 17,
ANKFULL
I ~ GROUND

COIR FIBER dpiTNG LOw FLOW OULOERS
I P ISEE PROJECT SPECIAL PROVISIDN9 ' - - - - -- _
- - -
_

tTYPICAL BOTH S0E9
OUTSIDE OF NEAPDER BEND
~ _ _ _ _ _
- -'
- -
-- - - - -- ~ -
" 3a
POOL SECTION B-B - 3~
STA - P - 103+75 TO 108+15 B,I nE rD

n~
DANKFULL E%ISTING
GROUND
2,y
~
L
COIR FIBER MATTING EE
PROJECT SPE CIAL PROVISIONS)
POOL SECTION B-B ~
_ a NKFUU STA -P- t0B+15 TD 108+g9 °'
ilE TO E%ISTNG DIRECTED BY /
GROUND /5. ENGINEER /r S ~
- --- _ ~ _ -
,1y --------- --i -- ---- -,- -, E%ISTNG Q
LEVEL ' ~ :~ GRWNO

BANK FULL LEVEL
I g;t
TIE TO IT
27.D'
IT
L

BOULDERS RI
\ EXISTING -
GROUND
- '~ - - - _ -- _
- ~
~
ISEE PROJECT SPECIAL PROVISIONSI a I \LOw FLOW ~ -- - - - _ _ __

OUTSIDE OF KIEANOER BEND
~
I
J,y _ _ _
.._ _ _ _ _ _ ~
~
- ~
m jA m
g;l TIE TD m

COL

SECTION GC BOUlOERS
ISEE PROJECT SPECIAL PROVISIONS ~
,~
°
BANKFULL ExISTING
GROUND f~
STA -P- 103+75 TO 108+15 Z
~~
BOULDER TOE PROTECTION colR FIBER NA TTINC a
son ro acue POOL SECTION C-C /
STA -P- 108+15 TO 1DB+gg
LITTLE PETERS CREEK
_ MARTIN .C17'F,

0
LITTL AE,~ APDETERS(t ~C~R'~EEK
MARTl11f 1)lLG
DETAILS
1/3 2/3
BANKFULL BANKFULL
WIDTH WIDTH
B
20° TO
30°

A
° FLOW
°°
#57
STONE
FILTE °
FABRIC ~ i ~-
'
' ~
~
~ , A

r~ ~~
_ _
POOL ~
HEADER'.
B ROCK ~
FOOTER
ROCK ~ ~ POO L EXCAVATED
PER DIRECTION
KEY IN PANE TO BANK OF ENGINEER
MINIMUM OF AT AN
ELEVATIO N EQUAL TO
BANKFULL OR SLIGHTLY
LOWER
PLAN VIEW
BOULDER DIMENSIONS (FT)
STATION HEIGHT LENGTH WIDTH

FLOW

..:.o ~ - -
BAGKFILL, TYP. ~~ BI
#57 STONE, TYP.
2 EXCAVATED POOL
INIMUM FOOTER ROCK, TYP,
ROCKS IN VANE ARM SHOULD
EXCAVATED TRENCH FOR NOT BE GAPPED OR HAVE ANY
ROCK PANE CONSTRUCTION SIGNIFICANT SPACES
FILTER FABRIC, TYP.
SECTION A-A
TIE VANE ARM INTO-
BANKFULL ELEVATION
-HEADER
ROCKS
~ FOOTER `--BED
ROCKS
ROCKS IN VANE ARM SHOULD
NOT BE GAPPED OR HAVE ANY
SIGNIFICANT SPACES
NOTES:
1. DEEPEST PART OF POOL TO BE IN LINE WITH WHERE
PANE ARM TIES INTO BANKFULL.
2. DO NOT EXCAVATE POOL T00 CLOSE TO FOOTER BOULDERS.
3. CLASS "A" STONE CAN BE USED TO REDUCE VOIDS
BETWEEN HEADERS AND FOOTERS,
4. COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE
DIRECTION OF THE ENGINEER.
5. POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH.
HEADER ROCK ,TYP
SEE PROFILE FOR
ELEVATION
BANKFULL
FLOW
4~ TO 10~ SLOPE
BACKFILL,
TYP.
#57 STONE ~ FILTER FABRIC
2
MINIMUM
SECTION B-B
SET HEADER ROCK BACK,
A MINIMUM OF 1/3 WIDTH
OF THE FOOTER ROCK
ROCK VANE DETAIL
NOT TO SCALE
MN iM@T NO
GSIGN BIGIN@A
~~~
~~ S
BEV1 i
~0 ~/
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REVISIONS
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REVISIONS
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ROCK CROSS VANE ,' ~/ ,r r , r r I I ~ ~ ~ ~ ~p~ ~~
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------~------LIMITS OF EXCAVATION ~' ,' / ~ >4' \ ~ ~;`- \~`~ \ \^;;~"-~ \ AS BUILT 'S~6' ~ - - - - -
-E- TEMPORARY CONSTRUCTION EASEMENT ~ / ~~ r r ~ ~ ~~~ ~ ~~ ~~~V ~~ A
/ ~ ~ i - / ,' ~ CORRECTED , ~ , ~ ~ \ ~ ~~~ ~ ~
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/ , / , , ~ MMODIFIED CROSS V NE CONFLUENCE ~ ` ~ ^- ~~ ~
MOVED TO UPSTR M ~` ~ ';~~ 1
~ ~ ~' ~r / ,' ' ,' ,' / ~ ,' ~ ~ ,' TAIL OF RIFFLE ~ ~ `~~ ~~ - - ~~~~~
~ I I , ~ i / i X CA ~`'~ ~ ~~ X11
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~ ' ` ,' ~ , ~ 'SILL ~ ~ ~ , ~ - ~ ~ A~ ADDED TOE
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,r i ~ ' ,CATTLE GATES ~' ~ ^~~- ~ ~ /' , ~~; ^ ~~~ ~ V~~~ '/~ r ~~ r -L- STA 33+07 ~ ,
~ x.
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STA' 28+78 -T- ~ r ,' ~ ~ ~ ~~ - =' ~ ABANDONED SHIFTED CROSS-VA _ ~~ ~ ~ ~~ x ~ ~ `~ ~' ~ ~`'
STA 103+72' ~~ J ' ~ ~ r CHANNEL TO TIE IN ~ END OF - - - - - - ~ ~~ \ ~~~ .. _';/,,,~"~ ~"'
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~ ~ lri ~~~ ~ ~ INSTALLED aCCES~' - ~, - ~; ;''~~, ~ - ~- - _ ,~, ~ ,~^ ~ ~ ~ ~ ' - ^ - ~ ,
' ~~ ~,%'' % ,-' GATES , ,--' ,, , ~!'.,~'%~;'~!';_ ~~ ;~;~~~\__,\~~~~'-, ___
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r ( ~d01J61E 19' / i -" ~'` ~ BENCH ~~ ,' ~ /,' /- , ~ ~~~`~~ ~ ' ~~, )~ ~ I ~ ,' END CONSTRUCTION
I ~ ' ,CATTLE GATES ~ l l + , - pd' /, ~ ~ - ~ ~ ~ \1 ~, _ r r -L- STA 33+07
I I ~ / , `,1 _ _ ~ , - ~ ~ -~~ I, 11 ,1
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T:\pn\ 011700044 Martin\plan\dgn\

LIVE STAKES PLANTING DETAIL
LIVE STAKE
SDUARE CUi
BUDS IFACING UPWARDI
LNE CUTTING
II/2'-7 DIAMETERI
2 - 3 Feet
dNGLE CU7 30'-45'

LOIR FIBEA Mdi
LIVE STAKES
"~ E%ISTING/PROPOSED
GROUND
\EZI511NC/PROPOSED
STREAMBED
84NK STABILIZATION WITH Ivc BAKES
NOTE:
LIVE STAKES SHALL BE ORIVEN UNTIL dPPROxI MATELr }/q
OF LNE STAKE IS WITNN GROUND
vT~ a u -GOJ7
LITTLE PETERS GREEK ~ t:N~ ~.
J{~(Qj~~7 ~~+ D91GN BiDINB~
•~+~+~•111~ S1LI5
PL~4AiTING DETAILS '~~"~ ,~ e
A ° axr,~ ~
BAREROOT PLANTING DETAIL
DIBBLE PLANTING METHOD
USING THE KBC PLANTING BAR
II
III
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u ~~vull hurdle sad pLoe bedlam at 3 I~ DLlmmg bar
torrcd pitobt oortaot ~~ ~ e~y~ Dlm[ec
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STRF,AMBANK REFORESTATION .TYPICAL,
R.
PLANTING NOTES;
P1axrINC sac
oacrae bag a rbaDar
mM QY®I~ ~lpm ~
dtilnl.
SBC PLaN1Il1G BAR
Made ~~ shall bare a
be 12 hbher ~
4 bwha wide~md
1 iooh thick at o®ter,
ROOT PRUNING I
AD reemioyr shall be root
e0 -aote p thaa
10 lxha bdon the
root ae~ar,
STRF,Al1~iANK REFORESTATION
MIXTURE, TYPE, 9IZE, AND PtJRNISH SHALL CONFORM TO THE FOLLOWINGa
TYPE 1
50% SALIX Ni(;Re
5Q% CORNUS AMQMUM
TYPE 2
14.3% FAXINUS PANNSYLVArIICA
14.3% PLATANU9 OCCIDENTALIS
14,3% QUERCUS PHELLOS
14.3% JUGLANS NIGRA
14.3% QUERCUS FALATA
VARIETY PAGODIFOLiA
BLACR WILLOW 2 ft - 3 ft LNE STARES
SII,RY DOGWOOD 2 ft - 3 ft LNE STARS
GREEN ASH
SYCAMORE
WII.LOW OAK
BLACK WALNUT
CHERRYBARK OAK
18 in - 36 in BR
18m-36 in BR
18 in - 36 m BR
18m-36mBR
18 in - 3b m BR
14.3% QUERCUS RUBRA NORTHERN RED OAK 18 m - 36 m BR
14.3% BETULA NIGRA RIVER BIRCH
NOTE:
VEGETATION IN pISTURBEO AREAS WITHIN THE TEMPORARY CONSTRUCTION EASEMENT,
BUT OUTSIDE OF THE PERMENANT CONSERVATION EASEMENT, TO BE RETURNED TO
PRE-E%ISTING CONDITIONS.
THE iEMPDRARY HAUL ROAD IS TO RE RIPPED AND DISCED,AND PLANTED ONCE NO LONGER NEEDED FOR
ACCESS FOR THIS PROJECT.
ZONE I STREAMBANK REFOREST4TION SHALL BE PLANTED
3 FT, TO 5 FT, DN CENTER, RANDOM SPACING, AVERAGING 4 FT. ON CENTER,
APPROXIMATELr 2724 PLANTS PER ACRE.
ZONE 2 BUFFER REFORESTATION AND WETLAND REFORESTATION SHALL BE PLANTED 6FT
TO IOFT DN CENTER, RANDOM SPACING, AVERAGING BFT ON CENTER,APPROXIMATLEY
680 PLANTS PER aCRE.
SEE PLANTING PLAN SHEETS L-2 THROUGH L-6 FOR AREAS TO BE PLANTED
ZONE I AND ZONE 2 STREAMBANK REFORESTATION SHALL BE PAID FDR AS 'STREAMBANK REFORESTATION'.
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