20080229 Ver 1_Restoration Plan_20080208

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RESTORATION DRAWINGS FOR
FORREST CREEK
STREAM RESTORATION PLAN
FORREST CREEK MITIGATION BANK
ORANGE COUNTY, NORTH CAROLINA

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INDEX OF SHEETS
SHEET N0. DESCRIPTION
1 TITLE SHEET
2 SYMBOLS, LEGENDS AND KEY SHEET
STATE= OF NORTH CAROLNA
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PROJECT AREA 't
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SURY£Y PREPARED Bf' °
ALOIS CALLEMYN VICINTIY MAP
rro~mut wea~rEror
kA0J9ifAd~EFAI/MNO
3-7 DETAILS
8 CONSTRUCTION SEQUENCE AND GENERAL NOTES
9-20 GRADING PLAN AND PROFILE
21 TYPICAL CROSS SECTIONS
22 MORPHOLOGY TABLE
23-26 PLANTING NOTES
27-37 PLANTING PLANS
KIMLEY-HORN AND ASSOCIATES CONTACT: DAREN PAIT, P.E. [phone]
FORREST CREEK MITIGATION BANK CONTACT: RICHARD MOGENSEN [phone]
~~ asTURa~ a~A: 21.9 Acxee
8147Dif751 STATION 100}00 - LAT 34.901018 LONG -80.471058
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PRELIMINARY
NOT FOR CONSTRUCTION
CLIENT:
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FORREST q ' , ~ and Associates, Inc. aK
CREEK I~STORATION
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ew. xm e[Lgpe wm oenw n amen er.

M~ICATION "'

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LEGEND

--- PROPOSED BANK FULL ROCK CROSS VANE
IDtW
PROPOSED CREEK
---- PERMANENT CONSERVATI ON ROCK A-VANE
EASEMENT
® CLAY PLUG ~ ROCK VANE
® CHANNEL BACKFILL CONSTRUCTED
RIFFLE
PLANTING LEGEND
SURVEY LEGEND
I 1 LOG SILL ZONE ,
'\S~, ZONE 2
ZONE 3
~~ LOG VANE ZONE 4 e~ o a o
O VERNAL POOL
PRELIMINARY
NOT FOR CONSTRUCTION
cuENT:
FORREST
~~~cR~c
IYII I M1.7I\ 1 M\
BAC~BC
9EY. Ms: 9[194a MA pIA`I itt n[113D R
ThY docament, tageM~a nNh Ne cancepb and dei prwited hwa~. a m Mtrunxnt of eerNCe,
` e Mlended oNy for the pcifq vaame and aunt M Mkfi K .m pepvaa Rmne m~yan-dam
A~nod~o ha ridl Ee NUaut Ilablity to KFney-Ham anE~A9ocWta~, Inc. CoDrYf9ht KMey-Han
and Nao6alas, I+c., moe
-~-- -- PROPERTY LINE
-- -- MAJOR CONTIXIRS
- - --- MINOR CONTOURS
- -- - ~- -' - LIDAR CONTWRS
Mid-Atlantic
,: h~S i t i ti a t i o n L L C

fm• o ~' tro~ mn
PROFILE LEGEND
------- PROPOSED BANKFULL
~ OF PROPOSED CHANNEL ROCK CROSS VANE
------^ EXISTING GROUND-CENTER
ROCK SILL
B LOC SILL ROCK A-VANE
~~
Kimley-Horn ;;~~/07 PROJECT:
^
~ and Associates, Inc. ~""~ ~JIK
PA~~m-aae ~ua.n-mo

SYMBOLS, LEGENDS RTL
DMP
AND KEY SHEET ~ o,"~DDS
~~ ~~~
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®~~
tfttaatavm
aom~er~ata
FORREST (MEEK RESTORATK)N
2 637

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HEADER ROCK ,TYP.. _
SEE PROFlLE FOR
1 /3 1 /3 1/3 FLOW ELEVATION
BANkFULL BANkFULL BANKFULL
WIDTH , WIDTH I WIDTH ..
J
4
i
m
\B ROCK
A 0.75'-1.0' BACKFlLL, TYP.
J
':*...30 TO y ANDS/57
_ z
\ m
CLASS A, B, EXCAVATED TRENCH
ROW ~t ~~~ AND 7 STONE FOR ROCK CROSS VANE
~ CONSIRUC110N
~~ FlL1ER FABRIC ~~ A-A
\ ~ _,
POOL ~ -
KEY IN PANE TD BANK
MINIMUM DF 3' AT AN
ELEVATION EQUAL TD
BANKFULL OR SLIGHTLY
LOWER
-POOL EXCAVATED PER
DIRECIIDN OF ENgNEER ~ FLOC
0.75'-1.0' BACKFlLL, TYP, >~;,
CLASS A, 6,
AND X57 STONE
~ 2' MIN.
SEE TABLE FOR
SET HEADER ROCK BACK
A MINIMUM OF 1/3 WIDTH
OF THE FOOTER ROCK
~ ~ BED
EXCAVATED POOL
FOOTER (SEE TYP. CROSS
ROCK,TYP. SECTIONS FOR
DEPTHS)
ROCKS IN VANE ARN SHOULD
NOT BE GAPPED DR HAVE ANY
SIGNIFlCANT SPACES
.TER FABRIC, TYP.
TIE VANE ARM INTO
BANKNLL ELEVATION
BANKFULL BANKFULL BANKNLL
NADTH WIDTH WIDTH
B

J A
~ ~'

~ ,
I 20' TO j
Y 30' x
z
a z
m l m
II
FLOW 1
1 ~
~

POOL
fl- I A
TER FABRIC
STRUCTURE DATA TABLE
REACH MINIMUM MEAN
ROCK DUUAETER VANE ARM
SLOPE
FOREST CREEK 36' 4-TOx
Uft 30' 4-7R
BANKNLL
WIDTH BI
20' TD
J
~
B
x ~~/ i
i A
m ~
R
CLASS A, B, I
AND X57 STON .: ,14
~
FlLTER i
FABRIC
__.. ,
POOL
SECTION B-B __...._..... ~ ..,~_
NOTES
1. DO NDT EXCAVATE POOL T00 CLOSE N FOOTER ROCK.
2 CLASS 'A' STONE CAN BE USED TO REDUCE VODS
BETWrEH HEADERS AND FOOTERS
3. COMPACT BANKNLL TO EXTENT POSSIBLE OR AT 1HE
DIRECTION OF THE ENgNEER
ROCK CROSS VANE DETAIL 4 PO0. DEPTH SHWLD ~ 2 TD 311ME5 BANKNLL DEPTH.
NOT TO SCALE
HEADER ROCK , SFT HEADER ROCK BACK
SEE PROFlLE FOR A MNIMUM OF 1/3 WIDTH
FLOW ELEVATION OF THE FOOTER ROCK
~'
,~t".v~ ~:
.
0.75 1.0' BACKFlLL.
TYP.
`~~~
BED
j
,
~~
4 CLASS A, B, ,.•. "~ -
~ XCAVATED POOL
? AND /57 STONE 2' MINWUM
m FODIFR ROCK, TYP.
~ ROCKS W VANE ARM SHOULD
NOT EE GAPPED OR HAZE ANY
EXCAVATED TRENCH FOR SIGNIFlCANT SPACES
ROCK VANE CONSTRUCTION LTER FABRIC, TYP
A
KEY AV VANE TO BANK
MINIMUM OF J' AT AN P~.AN VEW
ELEVATION EQUAL TO
BANKNLL OR SLIGHTLY
LOWII2
STRUCTURE DATA TABLE
REACH MINIMUM MEAN
ROCK DIAMETER VANE ARM
SLOPE
FOREST CREEK 36' 4-IOR
UT1 30' 4-7x
SECTION A-A
IW PER
ENGINEER
,4
~ / Y ~
~ C}~ ;
0. STONE 2' MINIMUM
BANKNLL
0.75'-1.0' BACKFlLL, TYP:
CLASS A, B, -
AND X57 STONE
ROCK VANE DETAIL
NOT TO SCALE
TABLE FOR
KEY IN VANE TO BANK
MINIMUM OF 3' AT AN
ELEVATION EQUAL TO
`BED BANKNLL OR SLIGHTLY
LOWER
SHOULD
HAVE ANY
TIE VANE ARM INTO-
BANKNLL ELEVATION
,_,_I `FlL1ER FABRIC ~ RDCK `~
MIN. ROCKS IN VANE ARM SHOULD
NOT BE GAPPED DR HAVE ANY
SIGNIFlCMT SPACES
SECTION B-B
NOTES
1. DEEPEST PMT OF POOL TO BE R! LINE YATH WHERE
VME MM TIES INTO BANKFULL
2 DO NOT EXCAVATE POOL T00 CLOSE TO FOOTER ROCK.
3. CUSS 'A' STONE CAN BE USED TO REDUCE Vg05
BETWEEN HEADERS AND FOOTERS
4. COMPACT BANKNLL TO EXTENT POSSIBLE OR AT THE
DRECTION OF THE ENGRAEER.
5. POOL DEPTH SHOULD BE 210 3 IAIES BMKNLL DEPTH.
STRUCTURE DATA TABLE
REACH MINIMUM MEAN
ROCK DIAMETER VANE ARM
SLOPE
FOREST CREEK 36' 4-10R
UT1 30' 4-7%
DIRECTION
GF FLOW
-~
CpR FlBER
MATTING
ANCHORS ON~
3' CENTERS
EXTEND MATTING
TO NWSEL
RAN VEW
HEADER ROCK ,TYP. -
SEE PROFlLE FOR
ELEVATION
FLT ~
<!
0.75-1.0' BACKFlLL, TYP. { ;;
CLASS 0.B, ~-
AND /57 STONE 2' MINIMUM
EXCAVATED TRENCH
CLASS A, B, FOR ROCK CROSS VANE
AND /57 STONE CONSTRUCTION
rFlLTER FABRIC
. , SECTION A~
PER
0.75'-1.0' BACKFlLL, TYP.-
CLASS 0. B,~
AND y57 STONE
ROCK A-VANE DETAIL
NOT TO SCALE
18~ (TYP.)
BACKFlLL
~,
TABLE FOR
SET HEADER ROCK BACK
A MINIMUM OF 1/3 WIDTH
OF THE FOOTER ROCK
`BED
EXCAVATED POOL
FOOTER (SEE 1YP. CROSS
ROCK,TYP. SECTIONS FOR
\ DEPTHS)
`ROCKS IN VANE ARM SHOULD
NOT BE GAPPED OR HAVE ANY
SIGNIFlCANT SPACES
TER FABRIC, TYP.
TIE VANE ARM INTO
BANKNLL ELEVATION
HEADER
ROCK
~-FOOTER ~ BED
TER FABRIC ROCK
ROCKS IN VANE ARM SHOULD
NDT BE GAPPED OR HAVE ANY
9GNIFlCANT SPACES
NOTES
1. DO NOT EXCAVATE POOL T00 CLOSE TO FOOTER ROCK.
2. CLASS 'A' STONE CAN ~ USED N REDUCE Vg05
BETWEEN HEADERS AND FOOTERS
S COMPACT BANKNLL TO EXTENT POSSIBLE OR AT THE
DIRECTION OF THE ENGINEER.
4. POOL DEPTH SHOULD BE 2 TO 3 TRAES BMKFUJ. DEPTH.
1' nominoQ
~TA 2' x Y (naninal)
1, WOODEN STAKE
~1,
12'
10RS ON
ENTERS 24'
ANCHORS
/1D 51EEL
REINFORCEMENT BAR
4' DIAMETER
0
24'
rFLOODPLAIN/
/ EXISTING
GROUND
ANCHOR OPTIOW3
MIN NOTES
1. IN MEAS TD BE MALTED, ALL SEEDING, S04
AMENDMENTS, MD SOR PREPMATION MUST BE
~ ANCHORS ON COMPLETED IN ACCORDANCE PATH THE PROJECT ~daA~
1' CENTERS SPEgFlCATIONS PRIOR TO PLACEMENT OF COIR R' ~0.~ry Ab@.
IN TRENCH FlBER MATDNC. ~' ~^
2 REBM OR STAPLES MAY BE USED IN PUCE OF p°
-_ MATTNG SMALL BE WOODEN STAKES AS DIRECTED BY THE ENGINEER ~ b~
PLACED IN TRENCH
AND BACKFlLIED
STREAM BED TYPICAL CROSS SECTION 'QOM
COIR FIBER MATTING DETAIL PRELIMINARY
NDT TO SCALE NOT FOR CONSTRUCTION
CLIENT:
11/30/07 PROJECT:
FORREST ~~^ Kimley-Horn e~.er
~c ~ ~~ M i d- A t l a n t 1 C ~ and Associates, loc. ,~K FoRREST CREEK RESTORATION
.. ~ e.,t ~,. es «~ R ' ~ Rn
>">r daumeM, lopctna .lu uK ~ewv end aeelm. o~.ntee naek ~ an Mtmment e+ ..~. T~ A-S i t i g a t i o n L L C nTLE:
b Minded aNy fa lhr epedAC Durpeee ab diml far ehkh K we prapaed Raust N and
Ynpropa rYlanee m Mb dowment ^ilhout eHlten wlbahallen and adoptotcn by KM Han and BALM DC7' A 11 @ DMP ~
~dA taFie,~d~eitlwut IIaMAy to KiMey-Hom and AaoNOln, M. Cepylpnt 1IeNe Flom .~. C 11i1W
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EASEUENT EASEMENT
CONSERVATION EASEMENT - WIDTH CONSERVATION EASEMENT PADTH
PER PLAN PER PLAN n /J /y
-- BANKFULL BANKFlAL BANfSIA.L
4 ITD1H WIDTH WO1H ~•
A
Will GRADED
A
_.. A ~. STONE 2'-12'
.' ~
GRADATION OF CLASS 'A' RIP GRADARON OF CLASS 'A~ PoP
RAP AND /57 STONE, 6' DEPTH ~. ~ RAP AFID X57 STONE, 6' DEPTH
?~~c~~ I ASLIND CATm ON 1 CULVERT: SIZE HEADER
~o~ I AS WDICATED ON
THE PLAN NEW THE PLAN VIEW ~1 ~ BOUIDER j
i
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1~ ~ ~ 2 Row ~
~_ FLOW - ~ -- ~ FiOW - - ~~ ---- -- ~ ~ ~
IL _- i ~ ~ ~ - P~
y I I ~ r•~
~~ I. ~ BED MATERIAL 'l°~ BED MATERIAL A
l PROP BOULDER DIMENSIONS
CHANN0. I CHANNEL (SEE Tm C~ALVFO~R PW OEP7H) HEIGHT LENGiH N1DTH
1
CLASS II RIP RAP I CLASS I RIP RAP CLASS E R~ RAP ~ CLASS I RP RAP d A ~t ,n~,l
.A ,' ;.;?.A __.: ~L/il`I PIG„
FLOW . EADER BIXADER IYP. SEE
PROFAE Fqp EIDVADON
f LMI\ tIGtP ~N ~~ BACI(F11. itt+.. , . BED
CONSERVATION CONSERVARON
EASEMENT EASEMENT
80UNDARY (EXCAVATED POOL
t.0' OR i/2 D, BWNDARY 1.0' OR t/2 D, ux OF 2'~i2~ ... p~ ~7rq F"t
WHICHEVER IS GREATER CONSERVARON WHICHEVER IS GREATER CONSERVARON STONE
EASEMENT EASEMENT
GRADARON OF BOUNDARY BWNDARY 7 ~. -s' uIN
CLASS 'A' RIP RAP GRADARON OF ~E~p7ER Bg11DER, TYp.
NATURAL CLASS ~A' PoP RAP //
GROUND AND /57 STONE, NATURAL NANRAL 6. D~TH GROUND
6' DEPTH GROUND GROUND AND 7 STONE,
EXCAVAIm 1RQlgl
to.T tot to-l To T FDR LOG sAl
. ~ > ? ca+sTRUCnoN
. ,. ,,,, FlL1FR FABRM:, IYP.
. ~ ~ ..
~_ CLASS II RIP RAP ~ ~ ~ ~ CLASS II RIP RAP ~ SECTION A-A
D
NOTES:
CRO55 PIPE (SEE PLAN SHEETS FOR SIZE 8 TYPES) OSS PIPE (SEE PLAN SHEETS FOR Slff & TYPES) 1. DO ND7 EXCAVATE P00L 100 QDSE 10 FOOTER WOULOER.
2 Vd0 SPACES ~7MEE11 WOI1lDER5 SNOUID 9E PIIIGCEO M1X
APPROPMAiE SfD'D S10NE
1 COMPACT BAOfE1LL TO E%TENT POSSIWIE OR AT 1HE
DI~CMIN OF 1HE ENGINEER.
SECTION A-A ~~ A_A A. POOL OEPTH SHOUID eE ACCMdNG TD 1ME PRanE.
PERMANENT CULVERT/LNESTOCK CROSSING SINGE PIPE PERMANENT CULVERTILNESTOCK CROSSING DUAL PIPE BOULDER SILL DETAIL
N75 N1S NOT 70 SC11E
8 ~? c
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~~~
,..~«
PRELIMINARY
NOT FOR CONSTRUCTION
CLIENT:
~~ ~-~ Kimley-Hom iT~p/pT PROJECT:
Puex
~ and Associates Inc.
CREEK1t,~ ~' M l d - A t l a n tic ~~,~-~ ~ :~en.~ ~: K FORREST CREEK RESTORATION
IEY, pa IEYBpI! a1C PNSS pF cEO®R ~ IRN ATKJI\
Thh doomait togethr sNh Me caittpts and dalggnna presented hereF, a on MsWmenl s1 eerNCe, MI I IW1 `" -I ~~-1 i t i a t i o n , L L C nT~: Rn
6 FleMed a^h' fur be eped& ypo. and tllent far shkh N oas prepuad. Rase al m0 g
srWaOr rdkna m Ub daamenl Mllwul erillan wMcdmlkn and sdaplalbn Ey KYMeT~MOm and ~`,~ 1'1GTA. S pMP
ee, Nc, shop M rlihoul Ikblily to IPmley-Ham and Aaockle4 kc Ccpyighl KYnky-Nom ~~ LJG E /'1~ ~ N~ a~
and Aeexkta, hc, 2008
SE • 012857005 4 v 37

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NEW STREAMBANK SHALL UNCOMPACTED
BE TREATED AS BACKFlLL
1.5' FlNISH GRADE
SPECIFlED IN PLANS 5' Min. 10'
~DW ~.0 EXTEND CHANNEL BLOCK
MIN. OF _ BEYOND INVERT
OF EXISTING CHANNEL
SURFACE FLOW ~ ~/~ ~ ~,'\~
DIVERSION NVERTEL ~ ,\\
,~ ~
ORIGINAL STREAMBANK t , ; , .. , `~~ ~~ -------------\~--
~ .~.. \
~$ COMPACTED ~ COMPAC
- Ay BACKFlLL SEC~QN A-/~ BACKFlLL
:".,, ~
\ IMPERV10U5 SELECT
~• ~%~~ \ MATERIAL (SEE PROJECT
~ SPEgAI P ONSIONS)
1.25' DEEP GRADUATION OFD\-." /'~
CLASS I, A, B RIP RAP & _ ~ _ MIN.
X57 STONE _____ _______~~~ `~ LENGTH
~' TYPE-II FILTER FABRIC ~, BACC~OFlLPLACTED
TYPE-II FILTER FABRIC ~g
y
'CONSTRUCTION AND MAINTENANCE PER SECTION 6.70 OF NCOENR EROSION BACKFlLL ~
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. EXISTING COMPACTE
CHANNEL j ~ \ ~ BACKFlLL
(\ NOTES:
1. CHANN0. BLOCK SHALL BE INSTALLED IN ACCORDANCE WITH THE
PROJECT SPEgFlCA710NS.
g < VARIES 2 BLOCK SHOULD BE INSTALLED AT THE INTERFACE BETWEEN EXISIINC
EXTEND CHANNEL BLOCK~TB CHANNEL AND PROPDSED CHANNEL
MIN, OF 2.0' BEYOND LIMITS SECTION B-B 3. BOTTOM OF BLOCK SHOULD BE A MINIMUM OF _ BELOW THE INVERT
' OF EXISTING CHANNEL OF THE EXISTING CHANNEL
4. BLOCK SHOULD EXTEND A MINIMUM OF _ BEYDNO THE LIMITS aF THE
EXISTING STREAM CHANNEL
PLAN VIEW STREAM PLUG 5.'THEAPROE,IECT' SO"P gFlCA110NS MMED AIEIYEEAFD7IER GRADING.NCE WITH
NTS 6. COMPACT BACKFlLL TD EXTENT POSSIBLE OR AT THE DIRECTION OF
THE ENgNEER.
STREAM CHANNEL HEAD SEE PLANS FOR ELEVATION
5' MAX. / CUT BACK
BANK HEIGHT ~( AT 2:1 MIN ~~ 15' DEEP GRADATION OF CLASS I, A, B
~~ .II µ, ~ ~I / ~ CONSTRUCT RIFFLE W/ SILL RIP-RAP AND g57 STONE.
_ I M i 1.25' DEEP GRADATION CLASS I STONE
.5 5Ip IIII / /~ III ~~ OF CLASS I, A, AND B
-'~ - 1 I ~' SURFACE FLOW RIP-RAP AND X57 A ~ glOE RIFFLE
i STONE.
- ~~ ~~a° ~~ ~I I ~ DIVERSION 3 ~
~ ° o o ~ ~ ~I pl ~~ TOE OF BANK i
oeaam m o QOO '~ ~ / nl ~ _ POOL
~ °o ,0 6 I KI p
° 0°090°°000 ~°~ 8°0~0 ' I + ~ f h
0
`~- I I >._
e° i m o o o, o o ° o°
o TOP OF
s e o ~ -__._._."-_..
°~°p° / o ° o ° o e ~, e a ° ~ ~ ~-- BANK 3 NIMNU
o , -..-.~~ i - 4
a ° ° !e ° e ~ °~ ea - - -- - HEAD DF SECTION A-A
~~ n I ° , o eo , o ° o o ~, ~- - RIFFLE
:...
`\ ~ B ~ ~ Y I - B CONSTRUCT RIFFLE W/
~• ~ i~ II ~~ ~ ' J ~. RIFFLE 1.2 K V1bk(K 7.25' DEEP
I ~ , i i ' ~ . ,. (~ COIR RBER GRADATIDN OF CUSS I, A, B
~I i i PLAN/PROFlLE MATIINC (lYP) 1/y ~Qe RIP-RAP AND &57 STDNE.
~ STONE APPROACH SECTION I
5:1 MAX. SLOPE ON ROAD i `~ I ~EHCTx)
i.". I
- STONE OVER TYPE II
FILLER FABRIC
caxsmucTm '
RIFFLE TO EXTEND ~ TOE OF SLOPE
HALF WAY UP THE ~ A
STREAM BANK ~ TOE of SECTK)N B-B
PERMANENT STREAM CROSSING/FORD PLAN VIEW RIFFLE
"~ CONSTRUCTED RIFFLE DETAIL
NTS
~~°'~~.
~~ ~,
~ ~~~
~~~
~.~..
PRELIMINARY
NOT FOR CONSTRUCDON
cuENr:
~~~ Kimley-Horn „jam/D, PR0,9ECT:
FORREST •°~ ,~~
gigK ~ ~ and Associates, Inc.
Z i - A t l a ;~~.;~,~ ~; ~ ,~,~
wu Heal ec oKn®en , w
°~ n t i c -~~~ 'K FORREST CREEK RESTORATK)N
LAY dacunent, ta9eMer .In the wncgh and pesentad heraln, os an Febument of earvke, "" "~`l ""„ ~I ~ ~ ~~ i t i a t i o t1 T r'~ 1111E: ~ RTL
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NOTES:
// i. DEEPEST PART aF DOOL TO BE IN LWE WITH WHERE
A m BANK/FT1LL BANKFULL VANE ARN TIES INTD BA.NKFULL.
CLASS A, B, µ1Dn{ WIpTH 2 DO NOT IXCAVATE POOL T00 0.0SE TO FOOTER ROCK.
AND }57 STONE 3. CUSS 'A' STONE CAN BE USED TO REDUCE VOIDS
BETNEEN HEADERS AND FOOTERS.
k' REBAR ROD 4. COMPACT BANKFULL TO EXTENT POSSIBLE OR AT THE
I .. Y1' REBAR ROD BURY END OF A DIRECTION OF THE ENGINEER.
INSTALL 2• FRS ~ _ - _ INSTALL 2' FROM ~ 5. POOL DEPTH SHWLO BE 2 TO 3 TIMES BANKFULL DEPTH.
END OF LOG _ ~ - - END OF LOG LOG VANE INTD ~
CHANN0. BED, \~ x
MIN. 5' ~~ , ,.. z
ROCKS TO BE - FOOTER CUT NOT ~~ HEADER ~ ROCKS 10 BE BURIED AND ~ 20' TO m LOG MINIMUM DIAMETER OF 10'
BURIED ANO LOG LENGTH 12 (IN) LOG PIACEp AT END DF LOGS ~ ~ ~~
PUCED AT END OF LOGS DEPTH 2 (I (SEE STRUCTURE DATA TABLE) i
(SEE STRUCURE DATA TABLE) m flN~N WLTM BY NAIL FlITER FABRIC
~ TO BACK OF LOC VANE,
~ ROW HEADER ROCK SEE PROJECT SPECIAL
KEY INTO BANK FLOW I PRONSIONS
A MINIMUM OF 4.0(FfJ tIV _
m SS A, B AND ~7 STONE
BURY FOOTER LOC INTO POOL ?' {
CHANNEL BED. SECURE LOGS J FlLTER FABRIC
TOGETHER 8Y PINNING EACH ENO ~~ ..
N1TH $ REBAR.
STRUCTURE DATA TABLE I
ppOL ' ~ ~`
A
EXCAVATED POOL
REACH MINIMUM MEAN
ROCK DWAER7t VANE ARM
SLOPE VANE
IgAO~
(SEE TYPICAL FOR POOL DEPTH) FOREST CREEK 36' 4-10R ROCK
p~,OLN SEW Ui1 30' 4-7R FOOTER
--
POOL EXCAVATED PER A
DIRECTION OF ENGINEER

~~ ~ HEADER LOG, TYP. NLT IN YANG IV tlANR
MINIMUM OF 4' AT AN
V
A
STRUCTURE DATA TABLE
I ~ SEE PROFlLL FOR ELEVATION NLL OR SLIGHTLY
BAN
K MINIMUM MEAN VANE ARM

~.
- ~ REACH

ROCK DIAMETER

LO
,,:~ FOOTER LOG, TYP. ' A~'
FOREST CREEK
36'
4-10R
/~
T
P PAY ~~ '
BACKFlLL,
Y
.
~ ln1 30 4-7R

~~
XCAVATED POOL
E
(
III (
r ADDL DEPT TH FOR
:. 1
4
CUSS A, B, 2' MIN.
AND y!57 STONE

24' REBAR ROD HEADER ROCK, TYP.
SEE PROFlLf FOR
ELEVATION
EXCAVATED TRENCH FlLTER FABRIC, TYP.
FOR LOC SILL NAIL FlLTER FABRIC
SET HEADER ROCK BACK
CONSTRUCTION TO BACK OF lOG FLOW FlLTER FABWG TYP. A AtlNIMUM OF 1/3 N1DTH
SEE PRO,~CT SPECIAL OF FOOTER BOULDER
PROVISIONS -
SECTION A-A
;_.
0.75'-1.0' BACKFlLL, TYP. BED
NOTES
CU55 A, B AND d57 STONE
1. DD NOT EXCAVATE POOL T00 CLOSE TO FOOTER LOG.
EXCAVATED POOL
2 CLA55 'A' STONE CAN BE USED TO REDUCE VOIDS
BETWEEN HEADERS AND FOOTERS
3. CONPACT BACKFRI TO EXTENT POSSIBLE OR AT THE
FOOTER ROCK, TYP.
DIRECTION OF THE ENGINEER.
2' MIN
4. POOL DEPTH SHOULD ~ 2 TO 3 TIIAES BANKFULL DEPTH. .
ROCKS SHOULD NDT BE
7 MIN.
CAPPED OR HA1£ ANY
LOG PANE, TYP. SIGNIFlCANT SPACES
LOG SILL DETAIL EXCAVATED TRENCH
FOR LOG PANE
NTS CONSTRUCTION
TION A-A
TING GROUND
XI SEC
E
S
~
J ~
` ~.. - ~
.- BANKFULL TE VANE ARM INTO t/2
~ BANNFULL ELEVATION
PROPOSED GROUND
r
EADER ROGf, TYP.
FOR 6HANlINQEET ~ FLOW ~~ ,.1
=: ..-
FOR
CHANCE LOCATION r,. ,., f . `.
~ TABLE
s
-. _

~'
'
' BEO ~c

n,
u~ ~
NOR M BY
~ ~
RIP RAP
-ti
FlLL GAPS KITH 2
~ FOOTER ROCK, TYP. IPIP
~
0.75'-1.0' BACKFlLL, TYP. 1
~ HEADER ROCK
'~ ~'
FlLTER FABRIC, TYP.
B AND /57 STONE TYP
CUSS A
ON-WOVEN TYPE II .
,
PROPOSED GROUND FlLTER FABRIC
_. ~ SECTION B-B
BOULDERS 2' z 3' c 4' MIN. PUCE LARGER
FlLL B/W BDUlDERS LO~TAIL
BOULDERS A5 FOOTER ROCKS (PUCE
FOOTER ROCKS BELOW BOTTOM ELEVATION FOOTER ROCKS AND FlLTER FABRIC
NTS
OF CHANNEL). BOULDERS ARE TO BE PUCE FOOTER ROCK PATH N0.57 STONE
APPROVED BY DESIGNER PRIOR TO BELOW INVERT
ELEVATION OF
INSTALUTION.
CHANN0.
BOULDER WALL
NTS

CLIENT:
Kimley-Horn
~
~ ~ ~
^
` ~ and Associates, Inc.
c~Eac M i d -Atlantic ~A n]~ N1Y-u1Hp~ Wmx CYY.VM S]m1Y
PY1F.001O1-AO0 cAt nv)en~
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s prepored R bsWmenl of ser.lca.
wsa at aM ~ ,
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PRELIMINARY
NOT FOR CONSTRUCTION
11/3D/07 ~"~~'"''
w. m
nK
FORREST CREEK F~STORAl10N
,~
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DMP
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012857005 MAma
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I---- EXISTING CHANNEL =,1
WIDTH VARIES I
TOP OF BANK ~
T ~
FlLL EXISTING Z'- M~' NG
EXI
STREAM AREA CHANNEL
EXISTNG STREAM DEPTH
GRADE VARIES

FlLL OXBOW WETLAND AS _ _ _ _
B NECESSARY TO PROVIDE A
STABLE WATER PONDING AREA
A LEAVE A MWIMUM DF 20' OF
DEPTH TO TOP OF EXISTING
BANK. >~C110H A-A
A r ~ B
~- Ebsnec
PROPOSED OKBOW STREAM
WETLAND AREA BANK
Nn1FC•
1. R IS NOT ALWAYS NECESSARY TO FlLL WTHIN THE
OXBOW WETLAND AREA WREN FlLL MATERIAL 6 UAITm,
HOWEVER, FlLL MUST tlE PUCFA W1TWN THE REMAIMNC
AREAS OF THE E%ISTINC STREAM WHERE INDICATED ON
PLANS.
2 PLANT 0%BOW Wc'IUND ACCORDING TO 7NE PLANTING
PLAN.
J. fRllNC THE E%IS11NG CHANNEL AS OETAdFD HERE
SHOULD NOT BE CON90ERFA AS PLUCpNG THE CHANNEL
PLEASE REFER TO THE CHANNEL. PLUG DETAI FOR
AREAS INDICATED AS SUCN
FLOOD PWN ELEVATION
DEEP POOL
I VARIES 6~-2.0'
s°
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~Ok
....._ RY OUTLET
LIX;AnON AT FLOOD
PWN ELEVATION
(LOCATION VARIES)
~LL~~
~o
®~~
1•~1Wm
~FI~OM~~
PRELIMINARY
NOT FOR CONSTRUCTION
30~07
~
' ^~^ Kimley-Hom ~',!
FORREST ; antl Associates, Inc.
~ N
CREEK M 1 Cl - A t l d ri t 1 C ,~,,,
~~„~,~ ~~man_~
,®,me~
n
FORREST CREEK RESTORATIO
~. R~aoe wt eter ar om® er ~ „
TITLE

Thh dacamen4 todeMr wHh the cancepb and deYmt P~~
b inlanded aiy fa tM ePea%K paryaee and a%ml whitli K wa
en~~
s
~ ~a ...~e•
M~~
p gyp/
BANK
''
',4 i t i g a t i o n , L L C :

L~~ LL ~i
A
pW,
AM rdkna an ihb doament wHLwul wrlHen au0wkathn and adnplation by Kinky-Han aM
and Ate go1q, le ~p~OB ~aat Aablily to Kmley-Han and A®oNOtee, N~ CopKight kiNey-Han ILt7
LJG 1
~ m N~
01$B$7~5 ,aeefx
~ a
^.. ~
ps7 sroNE ~ ~ ~
1 ~
I i
/ /
STREAM BANK ~
,f 57 STONE
CLASS B
RIP RAP
TOP BANK
EXISTING CHANNEL ,I ( % _ ~- CU55 B RIP RAP ~` `,.< .< ,... ;.+
t..j ,. ~.~ .., .
TOP OF BANK ~ WTDTH VARIES I NOTES•
_

~ / PIPES SIZED APPROXIMATELY
STREAM CHANNEL FOR THE 2-YEAR STORM EVENT. RCP
CMP
OR HOPE PIPE
IXI
CHANN0. DUAL PIPES CAN BE USED, AS LONG AS ,
,
SEE TABLE FOR PIPE SIZES
TO 8E USEO FOR EACH
EXISTING STREAM
GRADE DEPTH
yppES TEMPORARY CROSSING PIPE SIZE TABLE THE EWIVAIENT AREA OF THE SPECIFIED SPECIFIC REACH.
PIPE SIZE IN THE TABLE IS MET.
~ REACH UT1 FORREST CREEK ~_~^TION NEw
WHEN POSSIBLE REUSE PIPES
- -
FlLL ENTIRE DEPTH OF - - - - - PIPE DIAMETER 30• 2(60') THROUGHOUT THE SITE.
CHANN0. UJn~L~IT_IS LEVEL LCry~A~FiAATTi STREAM CROSSING/FORD
WITH THE EXISTING TOP OF
NTS
BANK. ~1~ ~
OADNW RGI1..lV®J
NTS
CR098 SECTK)N A-A VE1M TYPICAL

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General Notes:
No trees greater than 6" DBH are to be removed without
engineer's approval, unless they are in the new channel
alignment.
The Contractor shall only conduct bank and stream
bed work, including all in-stream, grading, bank
stabilization, and in-stream structures on a section of
stream that can be entirely stabilized before turning flow
into the newly constructed channel.
Every effort shall be taken to minimize disturbance in
the stream channel and in gaining access to/from the
work area.
Contractor shall be responsible for the repair of any
items damaged during construction, including fencing,
roads, etc.
Written encroachment agreement for all work in the
utility right-of-way shall be obtained by the designer.
However, the contractor shall be responsible for any
damage incurred to any utility lines during the
construction process.
All earth moving equipment shall be serviced prior to
work commencing each morning. Equipment shall be
maintained to prevent fuel, oil and lubricant spills in
the vicinity of the stream.
The grade line elevations shown denote the finished
elevation of the proposed or future surfacing at grade
points shown on the typical sections. Grade lines may
be adjusted at their beginning, ending and at
structures as directed by the Designer in order to
secure a proper tie-in or to create o more "natural"
appearance.
Erosion Control (continued):
Total Area Disturbed = 21.9 acres
Soil Types: Chewocla loam, Enon loam, Georgeville silt loam,
Herndon silt loam, Lignum silt loom.
The contractor shall install and maintain throughout the project
construction all erosion control measures shown within these
plans in accordance with applicable NCDENR erosion and sediment
control regulations.
All erosion control measures shall be constructed in accordance
with the North Carolina, and local erosion and sediment control
regulations, U.S. Deportment of Agriculture, and U.S. Soil
Conservation Service regulations.
All construction work shall be in compliance with regulations of
the National Pollutant Discharge Elimination System (NPDES)
storm water general permit.
The contractor shall diligently and continuously maintain all
erosion control devices and structures to minimize erosion. The
contractor shall maintain close contact with the local or NCDENR
erosion control inspector so that periodic inspections con be
performed at appropriate stages of construction.
Erosion and sediment control measures shall be maintained
continuously, relocated when and os necessary, and shall be
checked for maintenance issues after every 1/2" rainfall. Seeded
areas shall be checked regularly and shall be watered, fertilized,
reseeded and mulched as necessary to obtain o dense stand of
gross.
Stabilization is the best form of erosion control. All disturbed
areas that are not otherwise stabilized shall be top soiled and
seeded, temporarily or permanently in accordance with the North
Carolina sediment control regulations. Permanent seeding and
grass establishment is required prior to project completion and
acceptance.
CONSTRUCTION SEQUENCE OF EVENTS
Site/Easement:
The contractor shall be responsible for repairing any damage to existing
roods, gates, fences, etc.. Construction entrances shall be installed at
all access locations per the plans and specifications.
The Contractor shall be responsible for any improvement to the road
condition, gates, and fences, required for access during construction.
Erosion Control Measures Durin~Construction
All haul road locations onsite may be adjusted in the field to protect
existing trees larger than 6" DBH. The final staking of the haul roods
shall be approved by the Designer before clearing commences.
Note: There is a 40' temporary construction easement (20' on either
side of the conservation easement) immediately adjacent to the
conservation easement and can be used as a temporary haul rood or
temporary soil stockpile area.
During construction the Contractor shall be responsible for installing
additional erosion control measures not shown on the plans but
necessary to control excess sediment, if determined to be necessary by
the Designer.
General Sequence
The Contractor shall construct new channel sections to o stable form
before moving out of the work area. Astable form shall include, but is
not limited to the complete installation of in stream structures,
transplants, erosion control matting (where specified), and temporary
vegetation.
The Contractor shall typically work from upstream to downstream when
doing work in the existing channel. The Contractor shall maintain o
temporary rock silt screen downstream of any work in the live stream.
Permanent vegetation shall be installed in conjunction with temporary
seeding if construction is performed during the season specified in the
Drawings and Specifications. Permanent vegetation shall be installed
during specified planting seasons.
Modification/Stabilization of Existin~Channel
Sections of the existing channel banks may need modification io create o
stable cross section. Modification shall include grading existing vertical
banks, and installation of structures such as rock vanes, rock o-vanes log
vanes, constructed riffles, log sills and log cross vanes. All modifications
shall proceed according to the construction pions. All work within the
existing channel shall make use of pump around operations, or other viable
diversion method as approved by the Designer and noted on Erosion and
Sediment Control Plans.
Construction Channel Sections Con't
5. The Contractor shall fill the existing channel os shown on the
Drawings or os directed by the Designer using the stockpiled
material and appropriate borrow as needed. If the quantity
of stockpiled materials is not enough to sufficiently backfill
the existing channel to the elevation specified in the plans,
then areas of existing channel con be left without backfill to
create oxbow lakes as approved by the designer. If possible,
all stockpile material should be used onsite. The Contractor
should grade and stabilize the backfilled channel area
according to specifications.
Construction Survev
The stream centerline, top of left and right bankfull, and limits
of construction in the field will be set and staked for the
Contractor per the Drawings. The Designer will coordinate the
completion of the construction survey with the surveyor, and will
notify the Contractor upon the completion of the survey. The
Designer reserves the right to adjust the location of the
proposed scream centerline or any haul roads before the
contractor begins any construction.
Construction E ui ment
The Contractor is required to install in stream structures (rock
vanes, rock cross vane, rock a-vanes, log vanes, log sills, and
log cross vanes) using a bock hoe, or track hoe with a hydraulic
thumb of sufficient size to move rocks and trees as sized in the
Drawing and Specifications.
Staging. Stockpiles and Haul Road Areas:
Specified areas shown on the plans hove been established as
haul roads and staging oreos. The contractor shall establish
stockpile areas along the project, as necessary, to carry out the
work. All stockpile areas must be inside the limits of
construction and approved by the Designer. Stockpile areas
should not be located within forested areas. Silt fence shall be
required in areas where loose soil has been placed in the staging
and stockpiling oreos.
Subsurface:
No subsurface data is made available to the
Contractor for this project. the Contractor shall be
responsible for making his own subsurface
investigations os they relate to this project.
Materials:
Excavated material shall be stockpiled in non-forested
areas within the easement, or 20' temporary
construction right of way, for later use as backfill of
abandoned channel. Exact location of the spoil areas
shall be determined by the Contractor and approved
by the Engineer. The Contractor shall be responsible
for installing appropriate stabilization measures
outside the spoil oreos io prevent erosion and
sedimehtotion.
The Contractor shall field locate all utilities inside the
construction corridor.
The Contractor shall follow OSHA guidelines and utility owner
guidelines when working near utilities.
The Contractor shall call the "Contact One-Call Center"
1-t3D0-632-4949 before digging.
Erasion CantroL•
Rock Silt Screens shall be constructed downstream of
the construction area to reduce sediment entering the
stream.
Contractor shall provide groundcaver on exposed slopes within 21
calendar days following completion of any phase of grading;
permanent groundcaver for all disturbed oreos within 15 working
days or 90 calendar days (whichever is shorter) following
completion of construction or development.
All temporary erosion and sediment control measures shall be
removed within 21 days after final site stabilization or after the
temporary measures are no longer needed. Trapped sediment and
the disturbed soil oreos resulting from the disposition of
temporary measures shall be permanently stabilized to prevent
further erosion and sedimentation.
Where sediment is transported onto a paved or public road
surface, the rood surface shall be cleaned thoroughly at the end
of each day. Sediment shall be removed from the roads by
shoveling or sweeping and transported to a sediment control
disposal area. Street washing shall be allowed only after sediment
is removed in this manner.
When a crushed stone construction entrance has been covered
with soil or has been pushed into the soil by construction traffic,
it shall be replaced with a depth of stone equal to that of the
original opplicaiion.
All drainage inlets shall be protected from siltation. Ineffective
protection devices shall be immediately replaced and the inlet
cleaned. Flushing is not on acceptable method of cleaning.
Construction Channel Sections
1. Clear the trees and shrubs along the proposed new channel centerline
and bankfull benches, except for those to be used os rootwods, log
vanes, and transplants. No trees greater than 6" DBH are to be
removed without Designer's approval. Stockpiled trees shall be used
later as rootwods and vanes.
Shrubs and trees less than 3" in diameter that are to be
transplanted shall be marked with highly visible tape by the Designer.
These shrubs and trees shall be saved for transplanting and
stockpiled. All shrubs and trees marked to be transplanted shall be
removed ensuring that the root moss is intact.
2. Where designated, the Contractor shall excavate new channel sections;
however, the new channel shall NOT be connected to the existing
channel. Four to six feet of undisturbed earth material shall be left
between the new channel section and the old to prevent the normal
stream from entering the newly constructed channel. Stockpile the
excavated material between the new and existing channel.
After construction temporary hauls roads through pastures are to
be planted with permanent grass seed mix. Temporary haul
roads which go through agricultural fields are to be planted with
temporary seed mix.
Rain Gauae:
Contractor shall be responsible for having a ruin gouge on the
project site & for recording daily rainfall amounts during
construction.
Erection of sedimentation and erosion controls shall be During construction of the project, soil stockpiles shall be
in accordance with state erosion control regulations. stabilized or protected with sediment trapping measures. The 3. Construction shall be completed including temporary vegetation, erosion
contractor is responsible for the temporary protection and control matting, live stoking, transplants, and structures. These
Contractor shall keep all surrounding public roadways permanent stabilization of all soil stockpiles on site as well as soil shall be approved by the Designer prior to diverting stream flows into ~,w~~m~,
°'
'
and drainage systems free from dirt, mud, and inientionolly transported from the project site. the new channel. ~,
~~
!
construction debris at all times. @
R
~
Sediment basins and traps, perimeter dikes, sediment barriers and 4. Following approval by the Designer, the Contractor shall connect ~x
other measures intended to trap sediment shall be constructed as the new channel to the existing stream. Connect the newly
o first step in any land-disturbing activity and shall be mode constructed stream channel to the existing downstream channel ~,.100a,,,®~
functional before upslope land disturbance takes place. first, then the upstream.
Stabilization measures shall be applied to structures such as PRELIMINARY
dams, dikes and diversions immediately after installation. NOT FOR CONSTRUCTION
CLIENT:
PROJECT:
~~
Kimley-Ham „y3oyo7
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FORREST CREEK RESTORATION
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>nw e~.,u wy.n~ .w, u. ~~u me ewe. orb h.aR a ~ ~,.,,.,t w ..max..
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~ R Mlll(BEITION ,~ •,) ht i t i o a t i o n L L C ¶~'
CONSTRUC110N SEQUENCE ~ nn
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ma ~noaoles. nc, zoos AND GENERAL NOTES

gq;

012657005

8 v 37

T: \pn\OI2E37007 lon„t creek dnlgn\lDD_7005\Ewq\05-PIAN.dwq
FMtuary OB, YOgB - $: Npm By. Pm.klmda
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' i PROPOSED 54 PIPE
STA 1037+30.4 __.
. ELEV. APPROX. 597
PROPOSED 54 PIPE ':
STA 1037+30.4 __
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ELEV. APPROX. 597 {
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PLUNGE POOL j ; I y
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PROPOSED BANKFUI
E%ISTING
PROPOSED CHANNEL
604
600
596
592
588
_ SEE SHEET 11 yp~, 37
~~____.__ .____ ___,__. T
- '
~ _ _ ~ ~ ~ FOR LEGEND.
_ _. ,
- -- TCE ~ TCE ~ TOE ,TCE TCE; ~,' ~~ _ ~ / SEE SHEET 3-7 OF 37
/ / FOR DETAILS
..._ ..
/ i
-'" ~ - - - ~ SEE DETAIL SHEET 3 OF 37 ~~
,i
'~'~ ~ ~_ 'ROCK PANE DETAIL' ~
~~ ,
_ ~, 9}00 \ ~
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9 ~
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ForestCreek(Up3ream) Rural Piedmont Regional
CunreslRosgenReference Existing Reach
UT15ideTributary Design Reach
UT1SideTributary Rural Piedmont Regional
CurveslRosgenReference Ezi4ing Reach
ForestCreek Desgn Reach
Forest Creek
STATION - - - - - - -
1. Stream Type EIC E/C F C EIC E C
(Rosgen)
2. Drainage Area 2 BO 014 14
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14 60
3 3
W 3.60
(sq. mile) . . . .

3
8anktull Width
Mean;
22.0
Mean:
5.7 8.3
Mean:
' Mean: 8.6 Mean: 20.6
Mean:
23:6
Mean: 27:8
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4. 8ankfullMean Mean: 1.9 Mean: 0.8 Mean: 0.6 Mean: 0.7 Mean: 23 Mean: Mean: 7.9
depth (do~i) Range - ~- Range: - - Ranae: - -- Range: Range: -- - Range: - - Range:
5 Wid[hlOepth Raho Mean: 11.6 Mean: 15:0 Mean: 13G Mean: 13.2 Mean: 15.0 Mean: 108 Mean: 14-8
(W~iJdn,i)' Range; : - - - Range: 12.0 18:0 Range: - " - Range: - - Range: 12.0 18.0 Range: - - Range:' - --
6. Bankfullcross-sectional Mean: 41.9 Mean: 56 Mean: S3 Mean: 5.6 Mean: 51.2 Mean: 51.8 Mean: 515
Area (Abk~ Range: - - Range: -- -- Range: ' - - Range: Range: - - Range: - - Range:
7. BankfuilMeanVelocity' Mean: 40 - Mean:: - 3.8 Mean: 3.1. Mean: 2.1 Mean: 4.4 Mean: 3.7 Mean:.- 2.8
{Vua) Range: 3.5 4.8 Range:: - - Range: 2.6 3.9 Range: 1.6 3.1 Range: - - Range 26 3.8 Range: 2.2 4.1
B. BankfullDischarge,cfs Mean: 166.6 Mean: 21.6 Mean: 16.5 Mean: 12.0 Mean: 2239 Mean: 158.0 Mean: 14 6.4
(O~~,Aaw~xV~,~) Range: 145.4 2W.0 Range: - - Range: 13.9 20.9 Range: 9.2 17.2 Range: -- - Range: 133.7 198.7 Range: 112.3 210.5
9. Bankfull Masimum Depth Mean:' 24 Mean: -- Mean: 1.2 Mean. 1.0 Mean: - Mean: 3.8 Mean: 2.fi
(dma,) Range' - -- Range: -- - Range: - - Range: Range: - - Range: - - Range:
10 Max dm,,,ld,zi Mean: 1 3 Mean: 1.4 Mean: 1.8 Mean: 1.5 Mean' 1 4 Mean: 1.7 Mean: 1.4
ratio Range ~- -- Range 1.2 1.5 Range: - - Range - - Range: 1.2 1.5 Range: - - Range: -- -
11. Low Bank Height to max Mean: 1.2 Mean: - Mean; i 27 Mean: 1.0 Mean: - Mean: 12 Mean:. 1.0
dcaa ratio Range: -- - Range: - - Range: i - -- Range: 1.0 1.1 Range - - Range: - -- Range: 1.0 1.1
12 Width of Flood Prone Mean: 45.0 Mean: - Mean: I 1~9 Mean: 134.9 Mean: - Mean: 2570 Mean: 257.0
Area (W~p,) Range - - Range: - -- Range: 112 0 157.8 Range: 112.0 157.8 Range: - - Range 2120 302 0 Range: 212.0 302-0
13. En1rer~hmentRatio Mean: 102 Mean:- - Mean: ~ 16.2 Mean: 15.7 Mean: - Mean: 10.9 Mean: 9:3
(Wrr„/W;,r~) -. Ranger -- - Range; - -- Range: 13.5 190 Range: 13.0 183`. Range: - - Range: 9.D 128 Range: 7.7 -:' 10.9
14. MeanderLergth Mean: 221.0 Mean: - Mean: 70.3 Mean: 98.9 Mean: ~• Mean: 1812 Mean: 317.4
(L,,,) Range: 164.0 278.0 Range: - - Range: 44.4 96.2 Range: 77.4 120.4 Range: - -- Range: 111.3 251.0 Range: 248.4 386.4
15, Ratio of Meander length to Mean: 10.0 Mean: 11.5 Mean: 8.5: Mean: 11.5 Mean: 11.5 Mean: 7? Mean; 11.5
Bankiull Width (L,nIVJ,,,~) Range: 7.5 12.6 Range,' - 9.0 1A.0 Range: 5,3 11.6 Range: 9.0 14.0 Range;- 9.0 14.0. . Range: 4.7 10.6.: Range: 9.0 14.0
16. Radius of Curvature Mean: 80.4 Mean: - Mean: 25.6 Mean: 32.3 Mean: -- Mean: 59.9 Mean: 96.6
(R~) Range 51-1 109.6 Range - -- Range 16.0 35.2 Range 215 43.0 Range: -- - Range: 31.0 88.8 Range: 828 1104
17. Ratio of Radius ofCunature Mean: 3.7 Meam 3.5 Mean: I 3-1 Mean: 3.8 Mean:.:. 35 Mean_ 2.5 Mean: 3.5
toBankfull Witlth (RclW,~,~) Range: 2.3 59 Range `: 30 4-0 Range 1-9 92 Range. 25 5.0 Range: 39. 4.0 Range: 1 ~ 3.8 Range: 3.0 ' 4.0
18. 6ett Width Mean: 103.8 Mean: - Mean: 36.0 Mean: 34.4 Mean: -- Mean: 98.0 Mean: 110.4
(W,i~ Range 94J 1129 Range - - Range: ~ 335 424 Range: 301 387 Range: - - Range ~.2 129.9 Range: 96.6 1242
19 Meander Width Ratio Mean: 4.7 Mean: -- Mean: 4.6 Mean: 40 Mean: - Mean: 4? Mean: 4.0.
IWra7W~i) Range 4.3 5.1 Range: - - Range: 40 - 5.1 Range: 35 45 Range: - - Ranges 28 5.5 Raoge. 3.5 4.5
20. Sinuosity (k) Mean: 125 Mean: - Mean: 1.26 Mean: 142 Mean: -- Mean: 116 Mean: 1.10
(SVeam Length l Valley Length) Range: - - Range - - Range: - - Range - - Range: -- -- Range - -- Range: - -
21: Valley Slope (5~„u,) Mean: 09060 Mean: - Mean: 0.0115- Mean: 0.0115 Mean; - Mean: 0.0039 Mean: O.C039
QUft) Range: - - Range: - - Range: 0.0113 0.0117 Lange: 00173 09117 Range: - -- Range. O.OD37 0.0040 Range: 0.0037 0.0040
22. AvErageStreamSlope Mean: 0.0075 Mean: -- Mean: 0.0001 Mean: 0.0061 Mean: -- Mean: 0.0033 Mean: 0.0035
(Bankfull Slope) Range: -- - Range: - -- Range 0.0090 O.DW3 Range: 0.0080 O.W82 Range: - -- Range: 0.0032 0.0035 Range: 0.0022 0 0037
23. RilfleSlope Mean: 0.016 Mean; - Mean: i 0-0161 Mean:'. 0.17166 Mean:: -• Mean: 0.0177 Mean: O.W63
(SMl) Range: 0-073 0.018. Range:: - - Range: ' O.D046 0.0382 Range: 0.0137 0.0194 Range: - - Range: 0.0096 0.0294
~ Range: D.~35 0 0091
24. Ratio ofRTleSlopetoAw_. Mean: 22 Mean 18 Mean; 1.8 Mean: ?.1 Mean: 1,8 Mean: 5.3 Mean: 1.6
Slope (S~ni,ISa, n) Range: 17 24 Range: 1.5 20 Range. 0.5 4.2 Range: 1.7 24 Range: 1.5 2,0 Range: 2.9 8.8 Range: 1.0 2.6
25. Pool Slope' Mean: OD Mean: Mean: ~ 0.0028 Mean: 0:0020 Mean: - Mean: 0.0025 Mean: 0.0009
(Spool) Range: - - Range. - - Range: (0.0010 0.0046 Range: O.OD16 0.0024 Range: - -- Range: 0.0000 0.0050 Range: 0.0007 0.0071
26. Ratio of Pool Slope to Aug. Mean: 0.0 Mean: 0.25 Mean: 0.3 Mean: 0.3 Mean: 0.25 Mean: OS Mean: 03
Slope (Sp~,JSo,~y) Range: -- -- Ranae 0.20 0.30 Range: 0.1 0.5 Range: 02 0.3 Range: 0.20 0.30 Range: 0.0 1 S Range; Q2 0.3
27. Maximum Pool Mean: 2.6 Mean: - Mean: to Mean: 1S Mean: - Mean: 44 Mean: 3.7
Depth (d,or~) Range: - - Range:. -- - Range: - - Range: - - Range: -- - Range: - - Range: -- --
28. RatioolPmlDepthtoA~g Mean: 1.4 Mean: 3-0 Mean: 23 Mean: 2.3 Mean: 3.0 Mean: 20 Mean: ZO
Depth (tlo~uld,„a) Range: - -- Range 2.5 35 Range: - ~~ Range - - Range: 25 3.5 Range: - -- Range - -
29. Pool Width: Mean: 27.3 Mean: - Mean: 9.4 Mean: 14.0. Mean: - Mean: 23.5 Mean: 40.6
(W~.~,t)' - Range: - - Range'.: -- - Range: - Range: - - Range: - -- Range: - - Range: - -
3D. RatioofPoolWidthto Mean: 1.2 Mean: 1.5 Mean: 1.1 Mean: 1.6 Mean: 1.5 Mean: 1.0 Mean: 1.5
Bank(ull Width (WpodlWdcl) Range: - - Range: 1 3 1.7 Range: - - Range: - - Range: 1.3 1.7 Range: - - Range: - -
31. Pool Area Mean: 51.8 Mean: - Mean: 9.2 Mean: 9.5 Mean: - Mean: 65:7 Mean: 792
(Apoa)'. Range: - - Range: - - Range: - Range: - - Range'. - ~ Range: - -- Range: - -
32 Ratio of Pool Area to Mean: t? Mean: -~ Mean: 1.7 Mean: 17 Mean: - Mean: 13 Mean: 1.5
Bankfull Area (Ar. IAr~,,) Range: -- - Range -- Range: - -- Range - - Range: -- -- Range: - - Range: -- -
33 Pod to Pool Spacing Mead 69.0 Mean' -- Mean. 56.7 Mean: 34.4 Mean. - Mean. 994 Mean: 110.4
(p p) :. Range: 4t-6 132.6 Range' -- -. Range: 32.7 74.3 Range: 17-2 51.6 Range: -- Range'. 45-9 2144: Range 552 1~.6
34 Ratio of Pool to Pool Spacing Mean: 31 Mean 60 Mean: 6.8 Mean: 4.0 Mean: 6.0 Mean: 42 Mean: 40
to Bankfull Width (p-pMlbkP) Range: 1.9 6.0 Range: 5.0 7.0 Range: 3.9 8.9 Range: 20 6.0 Range: 5.0 7.0 Range: 1.9 9.1 Range: 2.0 6.0
11-Used Manning's Equation: Reference Reach Existing "n" xalues • mean n = 0.040, low range n = 0.048, high range n = 0.055
UT1 Slde Tnbutary Exsnng n" values - mean n = 0 033, Iw+renge n = 0.039, high range n = 0.026 '
FaestCreekExrsting`n'wlues-meann=0050,1owrangen=0053, highmngen 0047
Design "n" values - mean n = 0.046, lowrange n = 0.060, high range n = 0.032 -
CLIENT: ~+•~•+~ PRO,ECT:
~ ~ ~ Kimley-Horn "~30~07
CREEK ' . ,, M 1 Cl - A t I c1 It t 1 C ~~^ and Associates, Inc. ~.. ,AK
.neae~.-e,~,a~a,•a,.e~aaN, ~n FORREST CREEK RESTORATION
~~,~~
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ThY dpcvrnent. togsthr rilh tlw cpnaepfe ow ae,entea Aewn. a ~ ~eaan.,t a ..~.. ~i ~ f i ° a '. ' ° ". ~_ L c MORPHOLOGY TABLE DMP
k Ftanded ody la IAa Nedfic purpMa pnd dMnt ra •hkh tt m prepared. Ruse~NOfe~m!
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General Notes:
Temporary planting will occur immediately after construction to stabilize areas of bare soil.
Permanent plantings and seedings shall begin in season optimally between February 15
and April 15. However, the planting supervisor shall have final say when to begin planting.
Prior to permanent plantings and seedings, the site soils shall be prepared for planting.
Wnere needed the soils should be plowed or ripped to improve compacted sails and
eliminate channelized flow from non-target areas. If necessary soils shall be amended to
facilitate vigorous plant growth. Exotic and invasive plants shall be treated and removed.
The site shall be planted by the zones depicted in the Planting Plans sheets with species
listed in the accompanying Planting Table.
Planting Zone Descriptions
Zone 1 -Stream Channel and Banks
The stream channel zone includes the stream channel from base flow to approximately 10
feet beyond bankfull. This zone features the steepest slopes (3-8%} and highest saturation
levels. This environment dictates the planting offast-growing, obligate pioneer species,
such as black willow and silky dogwood, to provide stability to areas near bankfull.
Zone 2 -Ripadan
The riparian zone includes the area beyond zone 1 to the edge of the floodplain where the
hydrology supports bottomland hardwood forest vegetation. The area is flat, frequently
flooded, and the water table remains close to the surface. The composition of the vegetation
includes a mix of wetter canopy and understory trees.
Zone 3 -Riparian -Wet
The riparian -wet zones include pockets of wetter areas within Zone 2. The zone will
include the same species as Zone 2 but will be augmented with a set of species more
tolerate of inundation conditions.
Zone 4 -Oxbow Wetland
The oxbow wetland zone includes pockets of permanently pooled areas within Zone 2.
Woody species will not be planted within this zone. A wetland seed mix will be applied to
fdnges of the wetland pockets.
Planting List Reference
Hall, Karen. 2001. North Carolina Stream Restoration Institute NCSU, "Recommended
Native Plant Species for Stream Restoration in North Carolina "
Smith, Cherd L, et al., 2004, North Carolina Department of Environmental and Natural
Resources -Ecosystem Enhancement Program, "Guidelines for Riparian Buffer
Restoration"
Zone 1 -Stream
Channel and
Banks
Zone 2 -Riparian
Zone 3 -Ripadan -
Wet
Zone 4 -Oxbow
Wetland
caen c ame omran ame
arropy
Befula nigra Riper Birch BC BC
Carya cordiformis Bittem~d Hick BC BC
Caryl Quota Shagbark Hickory BC BC
F2xintu amehcana White Ash BC BC W
Fraxinus pennsylvanica Green Ash BC BC
C
Juglans nigra Black Walnut BC BC
Plafanus cccidentalis Sycamore BC BC t
Quercus acutissima Sawtooth Oak BC BC
Queicus michauxii SlvampCtrestnut0ak BC BC a
Qua~cus rxgra Water Oak BC BC
Quercus palusfris Pin Oak BC BC ~
Quercus pl>ellos Willow Oak BC BC d
Salix nigra BlackWllcw LS
Ulmus americans Amedcan EIm BC BC

Understory $
Acer barbatum Southern Sugar Maple BC 8C e
Aesculus sylvatica Bucke a BC BC e
Asimina fribba Pawpaw BC BC

Carpinus
caroliniana
Amedcan Hornbeam
BC
BC d
Cephalanfhus cncidenfalis Buttonbush BC
Comus amomum Sil LS M
Camus flaida Flowering Dogwood BC BC
Coryfus comufa Beaked Hazelnut BC BC r
Evanymus americans Heads A Burson BC BC x
Ilex opaca American Holly BC BC
Leucothoe rrx;unra Oog-Hobble BC BC
linden 6enzoin Spicebush BC BC
Sambucus canadensis Elderbe LS
f umum a um o em rroww LS
Planting Types: LS -Live Stake, BC -Bare Root or Container
Zone4-Oxbow Wetland Seed Miz
Scientific Name Common Name %
Panicum rigidulum. Redtop Panic G2ss 60%
Carex lupulina Hop Sedge 10%
Juncus eRusus Soft Rush 10%
Carex Lurida Ludd(Shallow),Sedge 7%
Scirpus cyperinus Wool Grass 5%
SauNrus cemuus Lizard's Tail 4%
Carex Squarrosa Squarrose Sedge 4%
PemtarteM Ripadan Seed Mor
ScierMfic Name Common Name %
Leersia oryzeides Rice Cut Grass 5
Juncusettusus Sott Rush 10
Panicum clandestium Deerlongue 20
Panicum rirgatum Switchgrass 50
Yernonia noreboracensis Ironweed 5
Helianthus angustifolius Swamp Sunflower 5
Eupatorium tistulasum Joe Pye Weed 5
Plard SparJng and Distrlbutbn

Zone ~pn9
(Feet On Center) # per 1,ODD sq.
feM Ratio
Undmsimy
Min. Mar. Nin. Max. to Canopy
1 1.5 2 250 440 --
2AND 3 6 10 10 25 4:1
Temporary Seed Mix
Common Rate
Scientific Name Seeding Dates
Name (Iblacre)
Secale cereale Rye 30 Aug. 15-May1
Triticum aestiwm Wheat 30 Aug. 15 -May 1
Setaria italics German 10 May 1 -Aug. 15
Millet
Browntop
Urochloa ramosa 10 May 1 -Aug. 15
millet
Note:
At least five (5) species from the canopy list and Eve (5) species from the understory list will
be installed based on availability. „m
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PRELIMINARY
NOT FOR CONSTRUCTION
CLJENT:
11/30/07 PROJECT;
~ ~ Kimley-Horn ~.er
~`~ ^~^ and Associates, Inc. ~x FORRESTCREEKRESTORATION
cREac 'Mid-Atlantic ~ee
Tna eoamenl, foyem..+m the b ,Id dew preenree ~, ~ ~ h.wmat °r ..~, ~T~~~ `'+~ q,T i t i g a t i o n L L C nom'
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Aaod°tee. Inc, dill 6e «nhout Aabaty to KFJey-Rom and Aaocblet. Mc Cop~lghf I(en~ey-Horn A N~ u~
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BARE ROOT/CONTAINERIZED VEGETATION
1. General:
In order to establish vegetation in restoration areas, such as bankfull benches and
slopes, bare root and containerized vegetation will be planted as shown on the plans or
required in the Special Conditions.
2. Materials:
Initial vegetation material will be provided by the contractor. The contractor is
responsible for correctly installing and maintaining vegetation material.
Vegetation material will consist of bare root trees and/or shrubs and containerized trces
and/or shrubs. Container material will be in quart, gallon, and three-gallon plastic
containers.
3. Prepamtion:
Planting should take place in late winter /early spring.. Immediately following
delivery to the project site, all plants with bare roots, if not promptly planted, shall be
heeled-in in constantly moist soil or sawdust in a manner wnsistent with generally
accepted horticultural practices.
While plants with bare roots are being Vansported to and from.heeling-in beds, or are
being distributed in planting beds, or are awaiting planting after distribution, the
contractor shall protect the plants from drying out by means of wet canvas, burlap, or
straw, or by other means acceptable to Planting Supervisor and appropriate to weather
conditions and the length of time the roots will remain out of the ground.
4. Installation:
Soil in the area of shmb and tree plantings shall be loosened to a depth of at least 5
inches.
Bare root vegetation maybe planted in a hole made by a mattock, dibble, planting bar,
or other means approved by Planting Supervisor. Rootstock shall be planted in a
vertical position with the root collar approximately % inch below the soil surface. The
planting trench or hole shall be deep and wide enough to permit the roots to spread out
and down without J-rooting. The plant stem shall remain upright.
Soil shall be replaced around the transplanted vegetation and tamped around the shrub
or tree firmly to eliminate air pockets, and watered in.
PERMANENT SEEDING SPECIFICATIONS
L GenemC
Permanent seeding will be used in combination with woody plantings onthe up-slope
side of the riparian areas and down to the bankfull elevation. Permanent seeding will
occur in conjunction with temporary seeding where applicable. This mix4ttre will also be
used in any terrestrial (areas not inundated) riparian areas that have been disturbed by
construction; designated as wetland and/or riparian enhancement; or as directed by
Plantine Supervisor.
2. Materials:
A riparian seed mix at the rate of/< Ib per 1,DOD sq ft or 1 D Ibs per acre shall be used for
seeding. The table labeled "riparian seed mix" lists an herbaceous, permanent seed
mixture.
3. Preparation:
On sites where equipment can be operated safely, the seedbed shall be adequately
loosened. Disking may be needed in areas where soil is compacted. Steep banks my
require roughening, either by hand scarifying or by equipment, depending on site
conditions. Planting Supervisor will determine condition needs onsite. If seeding is done
immediately following construction, seedbed preparation may not be required except on
compacted, polished or freshly cut areas. If permanent seeding is performed in
conjunction with temporary seeding, seedbed preparation only needs to be executed once.
4. Installation:
This mixture shall be planted in late fall in combination with the temporary seeding
operation and woody plant installations. Seeding should be done evenly over the azea
using a mechanical or hand seeder. A drag should be used to cover the seed with no
more than % inch of soils. Where a drag cannot safely be utilized, the seed should be
covered by hand raking.
LIVE STAKES
L Geneml:
Live stakes are to be installed on exposed stream banks to bankfull elevation of the designed
stream. The Planting Supervisor reserves the right to reject any "stakes" that do not meet the
above mentioned criteria. The Contractor shall replace rejected work at no additional cost to the
owner.
2. Materials:
• Live stakes are to be dormant (cut fall or winter) and gathered locally or purchased from
commercial supplier.
• Stakes must be freshly cut with side branches removed, but with bark intact (ensure that the
bark is not stripped during the cutting, prepamtioq or installation of the stake).
• Cuttings are to be collected using a saw, or sharpened clippers (not an ax).
3. Preparation:
• One end must be cut atan angle for insertion into the soil and the other end must be cut square
for tamping.
• Cuttings must be kept fresh and moist prior to installation.
• Cuttings must be prepared from DS to 2-inch diameter stock and approximately 2 to 3 feet in
length.
4. Installation:
• Install stakes the same day they are prepared.
• Start the installation nearest to the stream and work up the ban}Jfloodplain.
• Cuttings must be installed right side up with the buds pointing upward.
• Cuttings should be tamped into the ground at right angles to the slope and angled downstream.
• They are to be tamped into the ground for approximately 4/5 of their length.
• Cuttings that split or become "mushroomed" must be replaced.
• Stakes should be installed in a random configuration to prevent gullies and promote a more
natural effect inthe re-veeetated area
1. General:
TRANSPLANTS
Existing site vegetation may be used to augment plantings. Transplants may only be taken from
disturbed areas.
2. Materials:
3. Preparation:
Transplanted vegetation shall carefully be excavated with root balls and surrounding soil
remaining intact. Care shall be given not to rip limbs or bark from the shmb and tree transplants.
4. Installation:
Vegetation should be transplanted immediately, if possible. Otherwise, transplanted vegetation
shall be carefully transported to designated stockpile areas and heeled-in in constantly moist soil
or sawdust in an acceptable manner appropriate to weather or seasonal conditions. The solidity
of the plants shall be carefully preserved.
Installation of shrub and tree transplanu shall be located in designated areas along the stream
bank above bankfull elevation or in floodplain restoration areas as directed by Planting
Supervisor. In areas of compacted sails, the soil in the area of vegetation transplants shall be
loosened to a depth of at least 1 foot. Transplants shall be replanted to the same depth as they
were originally growing. The planting trench or hole shall be deep and wide enough to permit
the roots to spread out and down without J-rooting. The plant stem shall remain upright.
Soil shall be replaced around the transplanted vegetation and tamped around the shrub or tree ~„~,
firmly to eliminate air pockets, and watered in. ~°`"ib
Spacing of vegetation transplants will be determined onsite by the Planting Supervisor. But t, ~ ~'
typically should be at least 10' X 10' for cano and 5' X 5' for understory.
PY
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PRELIMINARY
NOT FOR CONSTRUCTION
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Vegetation to be transplanted will be identified by the Planting Supervisor. Shmb and trees less
than 3 inches in diameter shall be salvaged onsite in areas designated for construction, access
areas, and other sites that will necessarily be disturbed.

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