20060848 Ver 1_More Info Received_20070425

WinstonSalem
Apri123, 2007
North Carolina Division of Water Quality
401/Wetlands Unit
2321 Crabtree Boulevard
Raleigh, North Carolina 27604
Attention: Mr. Ian McMillan
Reference: Stream Relocation Design
DWQ Project # 06-0848
Bowen Boulevard
Forsyth County
Dear Mr. McMillan:
Public Works Depaztment
Engineering Division
City of Winston-Salem
P.O. Box 2511
Winston-Salem, NC 27102
Tel [phone]
Fax [phone]
www.cityofws.org
Per your request, attached are four copies of the stream relocation plan for Bowen
Boulevard.
If you should have any questions, feel free to contact me at 336-747-6844.
Sincerely,
1~--
Alan Temple
Project Engineer
City of Winston-Salem Engineering Department
Attachment
Q~~~~d~~
Ark 2 5 2007
~JEiNi't - wATEit CIUALITY
n'i?CaND.`"", AND STOR~FWATER BRANCH

CITY OF WINSTON -SALEM ~' °'"'R'"° ` ~' ~'
~ NC 110328 1 10
i
~ ~ PROJE ~~ T
ENGINEERI11iG DIVISI011~
~ LOCATI©N
~
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~
~
~ ~ ` BO WE11 t BOULEVARD STREAM
-'.~-~ ~.
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n ~ • REST~RATl411t MEASURES
/
~~ ` LOCATION: Wiruron S NC ~~~ 1:/
~p
• ~ t •'~ • ear ection Bowen Blvd and New Walkertown Rd
N new alters of
APR 2
• ~
t,•
l 5 2007

( ~
TYPE OF WORK Stream Restoration ~~ ~I~
VICINITY MAP
~

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V LE PR OJECT BNGDITBF
R
GRAPAIC SCALES DB.SIGN DATA PROJECT
NGTH PREPARED IN TfD; OFFICE OF: .
20 10 0 20 10
DESIGN STREAM TYPE ~ EXISTING STREAM LENGTH a 195 FEET ^
~
~
~
M ~'D
'
PROPOSED DESIGN STREAM LENGTH ~ 256 FEET N
ortn~c~ouureu
^ ~
a+a ~
R
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cssl
~+
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p~ DESIGN REACH LENGTH 256 FEET ~o
Fana«b o,~
ot
~
6 FEET
3 . ~ ~
~
O 20 10 20 10 .
BANKFULL XSEC AREA
0 FEET
BANKFIILL WIDTH 6 8 aaissl
. Kevin Tweedy, PE E
a
INE~
`
PROFILE niORIZONiAQ BANKFULL DEPTH 0.8 FEET rsnar~ n~ o
h ~
'
iw
"~'`~
10 VYlO RATIO to To Be Determined
h
Alan T
t
ACT ,amao >~ t
MarshalllNg
emp
:
CONT -i4~!®VffiJ' /
PROFLE (VERTICAy lt/fpGT wweca li

ot,-o~~g
m
N
N
C®NVENTI®NAL SYMB®LS
$~ ROCK J-HOOK
a~ ROCK VANE
OUTLET PROTECTION
ROCK CROSS VANE
DOUBLE DROP ROCK CROSS VANE
SINGLE 1MNG DEFLECTOR
DOUBLE WING DEFLECTOR

~ TEMPORARY SILT CHECK
R00T WAD
a°a LOG J-HOOK
•_ LOG VANE
tea LOG WEIR
LOG CROSS VANE
CONSTRUCTED RIFFLE
oa o BOULDER CLUSTER
ROCK STEP POOL
-~ SAFETY FENCE
-TF- TAPE FENCE
-FP- 100 YEAR FLOOD PLAIN
-®- CONSERVATION EASEMENT
- - - - - EXISTING MAJOR CONTOUR
- - - - - EXISTING MINOR CONTOUR
FOOT BRIDGE
~ ~ TEMPORARY STREAM CROSSING
ru--r PERMANENT STREAM CROSSING
® TRANSPLANTED VEGETATION
~3( TREE REMOVAL
2i` TREE PROTECTION
CONSTRUCTED RIFFLE W/ PLUNGE POOL
--i (~ SILT FENCE
"NOTE: ALL ITEMS ABOVE MAY NOT BE USED ON THIS PROJECT
VEGETATI®N SELECTION
Lowaying Shrubs
Shiba wR be planted on Noodplain bench and side copes fdlowing the
detalb b this pNan set and accadhg b the plantlng apedficatlora an sheet 5.
Percent Ranted by Spades
Carman Name Sderdfic Name Fbodolaln Bench Side Slopes
SIryW1an Sa&sadaee 1096 -
SiryDogeood' Ctamusa7mlm 20% 25%
VYgirie Sweeispire * ilea v~ 20% 25%
TagAkler ~UxsasnuYds 1lPh -
Nrreberit Plryeaarpegad0flNus 1096 -
Yela*od Xa~hahimaFrpioss7n 1096 -
Eiderbeny* Se~rbr,epep 10% 25%
Arrowwood' t~umian derriad~m 1096 25%
• Ony apedes suitable for side slopes
Live Stakes
Lhe sta+drg ~Ii be appNed b an restored aheartberla foNoainA tlsa detans h tl>H plan
set and aooordrp btlre plantatg apedficatlore~
Cannon Name SdenUfic Name Wt~ness Talerarrce
SgtyWibiv Sarxs9riaes ~L
BladcWlav Satbrn~a OBL
SNryDogvrood Qlnuse7a~run OBL
Elderberry Sarrdxuscz~rafs OBL
Composition of Pennanent Seed Mix for R~arian Buffer
Temporary and permanent grass seed b be appNed by nB,
see sheet 5 for plantlng hsfnxbarre.
Common Name Scientific Name Seed
By Weigh
Red top Agroatis aJSa ~0%
Swkchgress Pankwm vlrgatum 3096
Vlrginla wild rye Elymus vi~ginlana 30%
Composition of Temporary Seed Mix
The lets the ~rppary seed mbc brbe proJed sibs AM dsGabed seas
wi !~ usng mJdr and terrpa'ary seed
Oam»n Name Rate Dates
ANNlJ4LRyE(000LSEA90NI 130LBS!ACRE SIFtBaBl3tTOM4RCJt
MLLET~VW+RMSEA901~Q 40LB5•ACPE APR0.TOAl1GUSr
GENERAL N®TES
1. THE CONTRACTOR IS REQUIRED TO INSTALL INSTREAM STRUCTURES USING
A TRACK HOE WITH A HYDRAULIC THUMB OF SUFFICIENT SIZE TO MOVE
BOULDERS 3FT X 3FT X 2FT (APPROXIMATELY 1.2 TONS).
2. CONTRACTOR SHALL USE EXISTING CULVERT STREAM CROSSING AS
MARKED ON THE GRADING PLANS.
3. CONTRACTORS SHALL CALL NORTH CAROLINA "ONE-CALL" BEFORE
EXCAVATION STARTS. 1-800~832~4949
STANDARD SPECIFICATI®NS
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C ~ SFAL'4 BY:
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~~~
EROSIONAND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
DECEMBER 1993
6.82 SILT FENCE
8.08 TEMPORARY CONSTRUCTION ENTRANCE

~~ -~~~4g
'S.U.E = SUBSURFACE UTllfiy ENGINEER
ROADS f~ RELATED ITEMS
Edge of Pavement ............................. - - - _
Curb ........................................... - ---
Prop. Slope Stokes Cut ........................ _ _ _ ~ _ _ _
Prop. Sbpe Stakes Fill ........................ _ _ _ ! _ _ _
Prop. Woven Wire Fence ..................... ~_
Prop. Chain link Fence ..................... ~_
Prop. Barbed Wire Fence . ................ .... ~-
Prop. Wheelchair Ramp ......................
Curb Cut for Future Wheelchair Ramp - ~ ~ ~ ~ -
bust. Guordrorl ............................... ~ ~ _,_. _
Prop. Guardrail ................................
Equality Symbol .............................. ~
Pavement Removal .............................
RIGHT OF WAY
Baseline Control Point ........................
Existing Right of Way Marker .................. Q
Exist. Right of Way line wMarker ............. - ~j- -
Prop. Right of Way Une with Proposed
WW Marker (Iron Pin & Cap) .............. _ ~~
Prop. Right of Woy line with Proposed
(Concrete or Granite) RrW Marker ........... ~-
Exist. Control of Access line . . . ................ ~ ~

Prop. Control of Aaess Line ................... . $_
Exist. Easement line ........................... - - --c- - - -
Prop. Temp. Construction Easement line ...... _ r
Prop. Temp. Drainage Easement Une ......... _ ,a-
Prop. Perm. Droinage Easement Line ......... - ~-
HYDROLOGY
Stream or Body of Water .................... _... _
River Basin Buffer .............................. - Ree-
Fbw Arrow ................................... .
Disappearing Stream .......................... ~..._
Spring ........--~ .............................. p~...~
Swamp Marsh ................................. ~
Shoreline .................. . ................. -------
Falls, Rapids .................................... -•--~-----
Prop lateral, Tail, Head Ditches .............. ~
<-- fur
STRUCTURES
MAJOR
Bridge, Tunnel, or Box Culvert . ... . . . ........ ~ ~~
Bridge Wing Wall, Head Wall
and End Wall ............................ ~cax .~~
STATE ®F N®RTH CSR®I,IN~
DIVI~I®N ®F HIGHWA~~
CONVENTIONAL SYMBOLS
~4-i:Ce~
Head & End Wall .......................... ~~~
Pipe Culvert ` - - --
Footbridge ..................................... ~ - - - - - -<
Droinage Boxes ................................ ~ ce
Paved DNch Gutter .......................... - - -
UTILITIES
Exist. Pole ..................................... ~
Exist. Power Pole ............................... +
Prop. Power Pole .............................. 6
Exist. Telephone Pole .......................... .
Prop. Telephone Pole .......................... ~
Exist. Joint Use Pole ............................ .~
Prop. Joint Use Pole ........................... .~
Telephone Pedestal ........................... ~
lVG Telephone Cable Hand Hold ...........
Cable TV Pedestal ............................
U~ TV Cable Hand Hold ... .................
USG Power Coble Hand Hold .................
Hydrant ......................................... ~
Satellite Dish ............ . . . .................... ~
Exist. Water Valve ..............................
Sewer Clean Out .............................. ~
Power Manhole .............................. . .
Telephone Booth .............................. m
Cellular Telephone Tower ..................... ~,
Water Manhole ................................
Light Pole ...................................... p
H-Frome Pole .................................. e---e
Power Line Tower ..............................
Pole with Base ...................... . . . ....... p
Gas Valve .....................................
Gos Meter ..................................... O
Telephone Manhole ............................ ~
Power Transformer ............................. 0
Sanitary Sewer Manhole .......................
Storm Sewer Manhole ........................ ~ ~
Tank; Water, Gas, Oil ......................... O
Water Tank With Legs .........................
Traffic Signal Junction Box .....................
Fiber Optic Splice Box .........................
Television or Radio Tower ....................
Utility Power Line Connects to Traffic
Signal Unes Cut Into the Pavement ........... .;,,_.n
Recorded Water line ........
Designated Water Line (S.U.E.`
Sanitary Sewer ...... . . ........ .
Recorded Sanitary Sewer Force Main ...... ~_,~-
Designated Sanitary Sewer Force Main(S.U.E.' )-ru--ru-
Recorded Gas Line . . . ....................... .___o~-
Designated Gas Line (S.U.E.') ............... _.~.. ~._
Siortn Sewer .................................. ~~-
Recorded Power Line ......................... ,_;-
Designoted Power line (S.U.E.`) ............. _ + + _
Recorded Telephone Cable .................. -,-,-
Designated Telephone Cable (S.U.E.') .. _ .... _ _,_ _,_ _
Recorded lYG Telephone Conduit ....... -,o-,o-
Designated U~G Telephone Conduit (S.U.E.`) _ _,r__,r_ _
Unknown Utility (S.U.E') .................. -ens-e,n-
Recorded Television Cable .... . . ..... . .... -~-„-
Designated Television Cable (S.U.E.~ ....... __ri__ry__
Recorded Fiber Optic Cable ............... -ro-ro-
Designated Fiber Optic Cable (S.U.E') .... __ro__ro-
Exist. Wafer Meter ... . ....................... ~
USG Test Hole (S.U.E.') ....................... ~
Abandoned Aaording to USG Record ........ .rM
End of Information ............................ co.
BOUNDARIES ~ PROPERTIES
State Line
County line
Township line .............. . . . ........ . . . . .... -------
City Line ........................................ -----
Reservation line ................................ -------
Property line ...................................
Property Line Symbol .......................... ~
Exist. Iron Pin .................................
Property Comer .............................. . - -+
Property Monument ............................
Property Number ....................... . . . ... .
Parcel Number ................................. a3
8
Fence line .................................... -x-x-rr-

Existing Wetland Boundaries .................. ..sse.
- _,xB- _
High Qualify Wetland Boundary .............. -,o ae-
Medium Qualify Wetland Boundaries........ -,~ ne-
low Quality Wetland Boundaries ............. -io M~e-
Proposed Wetland Boundaries ................ -ne-
Existing Endangered Animal Boundaries...... - _ c,e- _
Existing Endangered Plant Boundaries ........ - _~- _
BUILDINGS ~ OTHER CULTURE
Buildings ......................................
Foundations .................................... rJ
L
Area Outline ................................. ~H

cafe ........................................... r,
Gas Pump Vert or USG Tank Cap ............
Church ........................................ ~t
School .........................................
Park .......................................... ~_-_7
Cemetery ...................................... •- ~
-7
Dam .........................................
Sign ............................................ o

Well ............................................ o
Small Mine .................................... x
Swimming Pool ......................
TOPOGRAPHY
loose Surface ................................ _ _ _ _ _ _ _ I
Hard Surface .................................
Change in Road Surface ...................................
Curb ...........................................
Ri M of W S bol ltiw
9 aY Ym .........................
Guard Post ................................... oc~
Paved Walk .........................
Bridge ........................................
~~.
Box CuMert or Tunnel ...................... ~ - - - - - -
ferry ......................................... -------
Culvert ....................................... . ..............
Footbridge ..................................... ..... . . ...... .
Trail, Footpath ................................ ~ ~ _ .
lgM House
VEGETATION
Single Tree ........................... . . . . . .... Q
Single Shrub .................................. o
Hedge ......................................... „r,~,-,-.~,
Woods Line ........... . . . ....................... -r,~,r,~,-.
Orchard ....................................... QQflQ{JL•?
Vineyard ...................................... ~-vwErutD
RAILROADS - - -~
Standard Gauge.
6f AY90ROO
RR Signal Milepost ......................... o
Switch ..................... . . ................. a:
..ace azrovcn

TDI
OF
CONSTRUCTED RIFFLElPLUNGE POOL SEQUENCE
o~ - fl8 ~ ~
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
0
EROSION CONTROL
- WTTNKI-
~ oma
cFxTEnBaADaLr-e• J
BBLa~vADUCENr BouDERs
SECTION B - B
~e• NOY.IINCIP1ES8 NHL GaADEO aIX
of aABSASroPEANOCUSS a sTONE
sNOUD ~ usEO LFSTRFNA aF RARE
woFRSaE euarBDLwERSxBELOweEo
>r NoeA. TNNlOESS NH1 DRADED AR)t
gOF~g~A93 A STONE ANB C1A39 B STONE
o ' ~~E' gam.,,,
6 NBAAM FOOL ^r~
Px>FR
FABRIC . :.s FIgNE
FOOL
RL1ER
FABRIC }II1
7e'NOLL IFBCIOES3 NHL GRAII®MXJ •
OF CLASS AAND167 STOLE
PROFILE A - A
MATH RfPE11TIMq
---.---_--- i'UBUC ROAD --'-'-'-
RroRCT eeeeBEel
1
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e ~ SEAL i BY:
027JJ7 ~ I
~/ ~~ ~~ I 3 z~ m
11'M~
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® ~~
TYPICAL RIFFLE, POOL. AND BANKFULL BENCH CROSS SECTIONS
raaroeucE
S0~ E ZAI'tlES ~ ~,~ DYa tin KOPE kVANEB
~ ~ ~
RIFFLE VNTH BANIffULL BENCH
m'i
~~
2
Q.
m
m',
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0
a
rn
0
r-i
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av
eLOPE
eI
NIDTH OF fl4e6ULM6M
LulaNwoEPmlaNop
YMD1N700FPIN MTM) B1W I~
BMeOU! APFA PtlPi
~r~ell~l
RFFIF. NOE DDPE6
POOL SDE SLOPF9
~~
RFFIE POOL
ao ».a
ae u
10.0 na
Le ~ni
L7 Q7
N -
1a1
taFOFTeR
w +~--- Ntl0 ---~r ~o
~ onPa ,~'
T
i{ 1W
PooLwITH BANIffULL BENCH
saPEVAroEn
I:aa
1, gIRMIG CONSTRUCTION CORNERS OF DESIGN CNANNEINILL BE ROUNDED
AND A 71NLNEO NSL BE SHAPED PER gRECIION aF ENGBEF.R
M I
ni
PLAN VIEW

o~, -fl~~B
LIVE STAKING
TOPaF TOPaF ATREAMBAFYC
SIAEAN6A71N . ~: . ~: ~. ~: ~. ~: . ~: . :. ~.. .

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' TO TOE OFBANILNAUUM010 SHAPED
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: :. . srA0 0ERED PATTENN
'.. 1. .:. 1 ... . i.. :.. 1.
ToEOFSLOPE~ .; '. :1.; ::. ::1.: .:.: .1: .:,:: ,
PLAN VIEW
6fONE CIASS A
CROSS-SECTIONAL VIEW
Qd BPACNq
t~/YYYYYY x-0'OPACRq
PLAN VIEW
7i0UARE CIR TOP
BUDSFACINOUPYAIRD
uvE curnno
MN.uraA r.r~
ANGLE CUT
oB•woEDREES~
LIVE STAKE DETAIL
N4ff3:
1. 8TANE9 SHALL BE DORAIWf lNE CR'iB10S
a ooNOTrrsrAUSU~sT*tHAVEBEENNmtrt.
a srA~s Musr eE NSTAL1IDwTH BLAS POE71N0 UFY/1RO8.
1. arAla:a slauo eE B18TAUED FERPHOIGIAAJI TO WITC
TA aTANES 7NIOUD BE 7/1TO 7 NCHEB N DIA-ETF1tAND 2T0 B Fr LONG.
a sGNEB aPlouc BE NSTAl1E0 L&VNNI Ab of sTANE ABOVE DROLIND.
SILT CHECK
FLIOW
i
CCNSf RIICIION AREA UPSTREAM
~--~
~ p DEPTH) J
~__~
E>OS11NU CNAN7~
PLAN VI
NOTES
a7 AN our arulNO eABN of mAPPED sEOwort FAIOR To RFxPwu
EROSION CONTROL MATTING
PLACE cola FIBER MAT'IWO N BUiCII DEEP
TRENa+, sTAlo:, eAaalu. A7A COMPACT
~ TOP CP STPFAMflhNlf
TFE wDao solo: slluL BE rFIE NORTH AMERIGN
GREEN [-0QSTAI~ oRAPPROVEG EOLIIL WTH THE
ra7~wrlD DMENSIONS:
LEa ».ao N .a
I+EADVAOTN 1.75N ~e
I~AD ss a1o w t.au
L>:L7vAmH B.eoN T.u APEPB:D TO Pa
LEO TIICIOJESS 0.10 N 1.07
TOTAL LENGTH 1200 N ./B
I
<<I ura~ I
I
~
~
`a~usro~
+
=
`
~' .
I
ssT
otT
~
YfM6T71[t~ +
, 3
M 1
I nth:

•
~ ~ w,wanxwauKmv
~~x«a«.
r~ ~x/e+.r
t~
t ~ PRIOR TO
7. RACE CaNt FIBER MATTNO ACCORdNO TO
MANLB'ACTIIRER RECOAMIEMnAraRS.
L R~jA~DIMVPATTERN~~D
TYPICAL MATTING STAKE
atal D~
1 1 / 1 1 1 1 1 1 1 1 1 ToPOFSmErwreANlc
~ ~ -~ - ~ - -~ - ~ - ~ - ~ - -, -, - ~- -~ _ 1
STRElANAHK
1
1
/
1
/
1
/
1
1
1
1
1 BGI0:8
1 1 1 1 / 1 1 1 1 1 1
1 1 / 1 1 1 / / 1 1 1 1
1 1 1 1 / 1 1 1 1 1 / /
/ 1 1 1 / 1 1 1 1 COBLFIBERMATiWOTOBE
1 1 1 _ - _ - ' ~ EIIhMDm TO TOE Q BIAPE
PLAN VIEW
-Fk1ER FABRIC
r
--.I{ Z -~
I 1•
_ fLgY-- ,~,--_
' ~E..
BOLIDERS s -
T~
CLASBASfONE FlLIER FABRIC
CROSS SECTION
7
.ILA1fIAABA DFPTHUEPT71

PLANTING SPECIFICATIONS
1. PUNT FWEROOT SFIRUB9 Ala)1P1FST0 iFE MARS OF alai COFISERVATIOFI
TOP of sTREAABAKK 2 FOR loaa FEET BETYrEEN aANTNas, DEPENDNO ON ems.
S LOOSEN COMPACTED 60L
~. PIANTNHOIESINDE6YAaVUTOCKDaiatE,MAHINOBAR,
OR OTMBIAPPROYED IffN19.
a aArrtNlaxESOe~Aaovxoaewaialtowawn~naols
To aIYEAD arrAND DolnTl LvnlouT JAIOOTa10.
a. IG:FP ROOTS LIOISTWHaE DI5IPoBUIaKi ORYiVITNO Ib PWR
BY IEIPIS OF WETCANVAS, B1aaAP, OR SIRAYE
7. IFFIaII PUNT9 N MOIST 90k OR &1Y10USi F NOT PRp1PTLY
PIANTEO UPON ARRNALTO PROJECT SIIE
.. .. .. BOTTOLI OF CHANNEL
CROSS SECTION VIEW OF BARE-ROOT PLANTING
1. YAIEN PREPARNOIHE 1101E fORA POTTED PIANf OR SINUS
0161HE HOLE 1.14 NCFFJ3 U1RLa:A 1HAN 1HE DIAAEIFA OFTHE
pOTAlg71iE SAME OEP1HA91HE POT.
2 REIAOVE7FIEplANTFROMIIEPOT. UYTHEPIANfONff881DE
IOPOF 51REAAlNJK F NECESSARYTO REM01£THE POT.
A FIFEPUPJTaIROOTBOUNDQt00TSOROWalONABPNAI
M W ND IIE ROOT SALL~~ MANE VERTIGIL CIRS WI1H A MNFE
OR SPADE JUST DEEP FNOlI0HT0 CUT THE NET OF ROOTS.
ALSO MAID: A CR135CR058 CUTACR0931HE 8017'OM OF THE HALL.
A. PLACETFE PIAFIf NIIE HOIE.
a. FILL NAIf OF TIIE lIOIE YMTH 801E (BJDAE SOIL P.FAIOYEDFOR FLACIFILL).
a. WATERIFIE8dL1'OREIdONENRPOCIQ:TBANDFlLLIMERESf
OF1HE HOIEYAiFI THE FaUAAl1aN0 BOk.
F10TTOM NEL
CROSS SEC110N VIEW OF CONTAINER PLANTING
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TEMPORARY SILT FENCE
FILTER FABRIC -
COYFACTEDfaI
t. 118E FILIER FABFaC A MaAMI1M OF SB' N YAD1H AND
FASTEN AOEOUATELY T07HE POSTS AS OaiECTED
2 PROVNE 6'S7EEl POSTOF THE SEIFiASTENER,
ANLNE-BTE67YPE
E%TBJSION OF FABRIC
NfO1RENCH
COMPACTED BAC16a1
PROFILE VIEW
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CONSTRUCTION SEQUENCE OF EVENTS
The fdlowirp segtrereoe~tll beu~ed during oonatnM;tion:
1. Cordud en Inititl the Impaction
2 Prepare etabiiixed camtnKUon from entraroe off Bowen Bivd.
3. Mobillaeequipment, meterhla,and prepareateginp areas
4. Inahll tla fendrn arorad tll etapiro and tlodcpile areas
a Reetrictoorbtnrctiontrdfictoabereadenotedea'LlmltaofDlatiabenoe"onabonplans
8. To tllow fa drtlrane and to keep the aooeedble, do not fill a dock dltdree and etrean reectres on
Bite duriro ara iNtitl atapee of coneUucaon
1. Aa materiel la tlodcpihd thrarphaR ab ooratnrctlon period, pace temporuy tlR fence eroraid ab
temporary etodcpikareas.
8 Begin oorbtructbn eequena by excavatirrp ftoodpitln arose to detlpn pMee in tll areas 9takpl le
end Irattll tla tenoe aroeard newly eKavated mtleritl.
& Begin eoa~aaar of are Uraraned Tributary tlrean dreraat d Stsaar 12+60 and proceed in an
upeUean direction to Blasco 10W5.
10. Pbrfam tll work M ab dry. At are upstream end d ab ra-w damtl lemre a 10 tod pug of Berth tl
ab edearo atroem balk between ar, new end old charid.
11. Aocadirrp>D are pang once this eectlon of stream hoe been excavated m deelpn prede4 install In•
strewn atructrrres, erd metaro fn a~a section, erd reedy the dannd to accept now.
12 Tom water bto ab new ctrerrd by removiro a» earthen plop at are upetrean erd d ab near
ctrernel and Nranedl#tly begin pkrppirp, flllirg, end pradiro are eberdorbd darxrel, ea Indicated on
phns, moving in a downetnaa direction to tllow to drtlnge.
1S. Orxar a stream work pheee h oompleh, apply tempaary aeetlrp, pemnnerrt aeedirn, end mWch to
erry erase rpeturbed duriro oondnxdla- Apply pennurerd aeedirg mbdraee, as shown on ab
vepetaaon phn Teporary aeedlro shell be applied In tll areas auaoepable to erodon (i.e disturbed
dlta- beAte, sleep tlopee, and epol arses) ouch awt proraid Dover h etladiehed within 15 workinn
days following oompledon d ay ptrse of tl~ro• ~~ tad mover ehal l be eehbllahed fa
tll disturbed areas within 15 working days a p0 denda• days (whichever h shorter) tdkrwirp
oompletlon of coratnrctiorr
14 Plant woody vegetaacn and Iive ettlroa accobnp b planting dettlls and aped8ctliorp. Complete
era ganaro phase of are protect and spPIY Pw~ seediro at the approprife ame d aM year.
15. Prior to demobilirfion of egripmert from ab tltq erroure asst ass tlh h Tree d trash end Idtmrer
meterislt
CONSTRUCTION QUANTITIES
Item # Description Quality Unit
C falobiMzaaorVDernobaization 1 LS
D Tam SNt Ferae 230 ~
F1 Tam Seed 30 I.BS
F2 Straw MtlCtt ~ BALES
F3 Lkne 0.5 TON
F4 FerL7zer 0.2 TON
G Permanent Seed 5 LBS
H1 F.tacavatlon, F61, and Gred 1,100 CY
t2 ClessASbone 42 TONS
q Clews B Shone 15 TONS
t4 Bpi 218 TONS
i5 Chss 2 2 TONS
K Ftaer Fabric T 1 Nornwoven 239 SO YD5
L3 Cdr Fiber C125B 130 sQ YDs
M Cdr Fiber C 385 SQ YDS
N Cdr Fber C 280 SQ YDS
0 uMa Stalaes 240 STEMS
P Baro Root Plar4a 190 STEMS
EARTH WORK SUMMARY
peach 6ccevaaon FlII Balance
1 1100CY 115 CY 9B5 CY

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ENTIRE RIGHT SIDE TERRACE SLOPE AND `' ~ ~ ~ ~ i~~ I) ~ ~ ~ ` i~ - , . - f ~ ~ ~. ~ \~ ~ ~ ~
LEFT SIDE SLOPE, FROM 11+75 TO 12+60, // ~ !. ~ ' pw~ F~ / ~ ~ ~ i , !- .- = ~ i ~~.- =-~~
IMLL BE 1:1 AND USE C350 NORTH AMERICAN_ //,, ~ ~ , , / i ~ ~ %~ ~ - ~ - - -
GREEN EROSION CONTROL MATTING OR ~/~ ~ %j ~' , ~ , / % / i ~ , ~ ~ ~ j ~j ~~ ~ ~ ' -- - - ~-' ~~ - ' ~~ % ~ PLlI1i & PROnlLB
COMPARABLE. LEFT SIDE TERRACE SLOPE - / ~ ,- ' / ii ! / / , i ~ ~ ~ / ~ " i , - i ~ \
FROM 10+05 TO 11+75, USE C125 BN EROSION ! ~ %' , ~ ~/ % % / / /~ ~ J ~ ~ j / ~ - - ~ ~ sa to 20 ~o
CONTROL MATTING OR COMPARABLE. ,-
SEED AND STRAW SIDE SLOPE BEFORE • ~ % ~% ~' ~ . / ' '~ ~ / ' • ~ ~ ~ ~ ~ -' ~ SCALE ~
MATTING _
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Seeding and itiparian Vegetation Spedficdlons ~ ~ ~ h ~-~ ~ ~ ~ r - - - - - - - - _ _
live stakes sfxxid be planted between the chnxiel edge end the top of atreeml~r~k ~ %' ~

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willow (s~lxaered~ aadc willow (~-Ixnlgra) and elderberry (~rrrbuaxa~rreabrwfs;.
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live stakes slauld be installed when the plank ere dortnard, between November 15 an ~ j

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applied et a refs of 15 pouMs per acre to the arse dawn below. The permanent mix can ~~ / r/ i (. ~
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be applied at ary times though preferably fn the fall to allow seed dretiflcation The
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pounds per acre. Between September and M arch, rye grdn (cool lemon amud) should

be sown at a rate of 130 pounds per acre. / f j ~ % ~/ ~
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The temporary and permanent seed mix should be spread m part of a hydroaead slurry.
Hydroseed Is a mix of need, water, fertilizer, a tacking agent, and wood fiber mulch that
is sprayed on doped terrain. The mix dries and foams a and on the proiard, reduaro the
risk of erodon and preventirp seeds from being eaten by animals Also, the seeds are in '
constant oontad with water and fertilizer, wMch promotes germination end
estaaishment. All didurbed areas {dreaminrtca, floodpldn berxdr, dde dopes, eta)
elauld be dabilized with hydroaaed.
In addition, the seed mixes may be augmented by native drubs on the floodpldn bench
and dde dopes. These dbuld be planted ore bare root between November end
Minch when the plarta ere dormant and the Boil la likely to be wettest All of the tided
shnrbs ere suitable fa the floodpldn bench. The aMy apexes suitable fa the dde dopes
(highest ground) ere dlky dogwood (Corrrrsamovrxa7~, VlrpiNa sweetapire (lies
Nr~iNc~, elderberry (Ssmbrrars canao~enatal, and enowwood (Vfbrrnrn- der-tada7~.
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PLANTING AREA
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/,,~ /~' /jo'~//i ~ R00T PLANTING AREA
` ~ TcE ~ Er ~. -- LIVESTAKE BANKS ACCORDING
/ /// j ~j ~/ TO DETAIL SPECIFICATIONS
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LIMITS OF
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,/ ~ I ~ ! r // / / /// / TOTAL DISTURBED AREA = 0.65 ACRE ~
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s ~~ ( / // / ~ // NOTE:
!~ ~ S~ 7C ---TCE / T //,
i ~ /~~/ ENTIRE RIGHT SIDE SLOPE AND LEFT
/// / SIDE SLOPE, FROM 11+75 TO 12+60 WILL
~p `~ BE 1:1 AND USEC350 NORTH AMERICAN
GREEN EROSION CONTROL MATTING OR
~, COMPARABLE. LEFT SIDE SLOPE FROM
\ 10+05 TO 11+75, USE C125 BN EROSION
CONTROL MATTING OR COMPARABLE. GRADING p~
SEED AND STRAW SIDE SLOPE BEFORE
MALTING. STREAM BANK EROSION CONTROL so io~o z~~
MATTING IS C7 OR COMPARABLE.