20040929 Ver 1_Site Plan_20070831

PROJECT REFERENCE N0. SHEET N0.
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1l0 6 .4,
N ~ ' a= r` PROJECT ENGINEER
N ~
t ~ ~ w~ u w.. ~
„,r w z4 i ~ _ u.,
F p
~ ~ P ELIMINA Y PLANS y R R ,,.t e~.,
~ ~ DO NOT U98 FOR CONSTRUCTION
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8 v' yIS ~ IN S ~ P V 1 ; - ~ B000 Regency Parkway Suite 200
¢ P `t b , t ~ r Cary, North Carolina 27511
i ~ ~ 7 x ~ - ~ , Phone: 819-463x488 ~ Et, ~ ° ENC3INEERINO~ Fax: [phone]
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n a~~ . .r, , . ~..w. ..ss m .~c sn ccc .w.Y,xv a r BERM ~ CONSTRUCTED
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m ~ ~ ~ DESIGN CONTOURS W1TH1N STREAM CHANNEL NOT
r, ~ F 3 w 00 SHOWN.CHANNEL SHALL BE CONSTRUCTED
I ,.w ,w ACCORDING TO TYPICAL CROSS SECTIONS.
ii 4' t
~ '`D ~ ~ ~ 0
0 ~ s' ~ ' I
~ ~ GREGORY SITE
~ , O m
0 6~
~ ~ 15 0 30 60 30 A. rt
~ ~ ct N~

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A'~'!R llRO1lCT A~liSII~li N0. B~HBBT TOTAL N0. 8f1~7B
~ O
~ 2
fPATE !~>l10. F A.PlOiIiQ 9
161e gp3 ~ ~ ` ~ ~ vov~. aye ~ry T~
~eoo ~2 l ~ ~~~1 llA~~u less PROJECT
LOCATION ~
it ~ ~
- ~ B°5 HALIFAX
1613 ~~I666UUU ` ~ _ ~~dm ~1~ _ ~ p ~ ~ I61B ~ ~
/ 1903
I~ ~
eB9e / - ; g5 ' 301 LOCATION: OFF NCSR
~wos j ~ ~ i 58
"'s ; TYPE OF WORK: WETI. ~
GRADING SHEET 10
GRADING SHEET 11 ~
VICINITY MAP ( '
I 1
INIDEX OF SHEETS 1` I
.1 I . 1 ~ 1
rs I ~ ~ ~ `
I , / f
1` I ~i ! ~ ~ ~
1 TITLE SHEET ~ ru+o 83 I ~ 1 , ~ 1
1-A SYMBOLOGY- BUCK ENGINEERING j I ! ~
INDEX OF SHEE; S, 1 1 I 1 1
~ ~
PLANTING SPECIFICATIONS AND STREAM i ' 1 1
DESIGN PARAMETERS r I ` ~ ~ 1
1-B SYMBOLOGY - NCDOT ! ~ ,z ,
2 TO 2-B STRUCTURE DETAILS 1 _ Ma _ I
3 CONSTRUCTION SEQUENCE t ` f - ~ '
4 TO 9 PLAN VIEW OF PROPOSED AND END L10NSTRUCTION ` I 'r ~ l I ~
EXISTING STREAM, PLANTING PLAN sra ri~eas , ~ ~
, ~ I
10-11 GRADING PLANS ~ i I 1 ~
12-17 PROFILE ~ I ~
18 VEGETATION PLANTING PLAN ~ SHEET REACH I STA 19.32A8
~ ~ 6 5 ~ ~ END CONSTRUCTIAIV
\ - I ~ ~ 5
s \ ~ e ` ~ hF~, ~ ( ~
~ ~ I
~ ~ ~
~ f / '
9 SHEE ~ ~ i
~ T - HET ~ ~ ~ ~ ~ S
~ I tiF ~ F I r
r Q J ~
1 i , ` ~ ~„~.a~• BEGIN CONSTRUCTION
i STA IO~OOr00 .~;j I fl
I~~
'~so~~ I ~ /
I „r
~ S C1/jC d I REACH 2 STA 18.32.08
~ er EG N CONSTRUCTION
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• ~
IRED FOR THE OFFICE OF: •
V GRAPHIC SCALES PROJECT SUMMARY PREPARED W ENVIRONMENTAL 30 15 0 30 60 EXISTING STREAM LENGTH = 4716 FEET 10055 RED R OWIN O PLAN$ PROPOSED DESIGN REACH 1 LENGTH = 766 FEET PREPARED IN THE OFFICE OF. PR E 0 CT ENGINEER
8000 Regency Parkway Suite 200
,NTAL BANC AND EXCHANGE LL Cary, North Carolina 27511 C ~ Phone: [phone]
EN4INEERING ~ Fax: [phone] RED RUN BOULEVARD, SUITE 130 5490
OVIIING MILLS, MD 21117
3~ 5 Q 30 60 PROPOSED DESIGN REACH 2 LENGTH = 5959 FEET PRELIMINARY PLANS JOHN HUTTON
DO NOT USE FOR CONSTRUCTION
PROPOSED DESIGN STREAM LENGTH = 6725 FEET ~ # 8000 REGEN PROFILE (HORIZONTAL) ~ ~0 REGENCY PARKWAY, SUITE 200 PROJECT MANAGER
t C fi f EB 5 0 5 ~0 PROPOSED RESTORED WETLAND AREA = 75 ACRES TAR PROFILE (VERTICAL) P CARY, NC 27511
LETTING DATE: • KEVIN TWEEDY PE EBX CONTACT.
TARA DISY ALLDEN PROJECT ENGINEER
PROJECT MANAGER P.E.
SIGNATURE:
_

PROJECT REFERENCE NO. SHEET NO. -
m ~7C1~$IEAA~~I[ ~~l~T~lE1~T7C~~l~TAI~, ~~~1[l~~]L~ ~]EN]E~A][, N~~IE~ no ~a
PROIECf ENGINEER
5U]P]EIBCEI)]ES S]HE~T l~
LOG VANE
LOG WEIR o ~ p BOULDER CLUSTER
0 PRELIMINARY PLANS
DO NOT U8B POR CGdi81RUCCION
ROOT WAD ~IHIHIHIF- SILT FENCE
m SAFETY FENCE
LOG CROSS VANE
o~ CONSERVATION EASEMENT B ~ ~ ~ 8000 Regenry Parkway Suite 200
Cary, NoM Cerollna 27611 Pone: 978-483-5488
p~ J-HOOK ffiN6INEEIt2NC Fes: B79d63-5490
TRANSPLANTED VEGETATION
- Q~ ROCK VANE
~ TEMPORARY SILT CHECK ~ ROCK STEP POOL
FOOT BRIDGE
~-J TEMPORARY STREAM ~ TREE REMOVAL
r`-1 CROSSING
`J PERMANENT STREAM TREE PROTECTION
r~ CROSSING
CY~ ROCK CROSS VANE O PLAY GROUND EQUIPMENT
WING DEFLECTOR
CONSTRUCTED RIFFLE
DOUBLE WING DEFLECTOR
TRANSPLANTS
FILL EXISTING CHANNEL
~7C~NY~~I~~ S~IE~IIF~C~7CI~N~ V~GlE7C~l7C~~N ~]E]L]EC~Y~N
EROSION AND SED/MENT CONTROL PLANN/NG AND DES/GN MANUAL RIPARIAN WOODY VEGETATION
STEMS
DECEMBER 7993 TO BE
COMMON NAME SCIENTIFIC NAME FLOOD TOLERANCE PLANTED
6.60 TEMPORARY SEDIMENT TRAP WILLOW OAK QUERCUS PHELLOS WEAKLY TO MODERATELY TOLERANT 7300
SWAMP CHESTNUT OAK. QUERCUS MICHAUXII WEAKLY TOLERANT 7300
LAUREL OAK QUERCUS LAURIFOLIA WEAKLY TO MODERATELY TOLERANT 7300
6.06 CONSTRUCTION ACCESS OVERCUP OAK. _ QUERCUS LYRATA _ MODERATELY TOLERANT 7300
BLACKGUM NYSSA SYLVATICA WEAKLY TOLERANT 7300
6.62 SILT FENCE SWAMP BLACKGUM NYSSA BIFLORA TOLERANT 3500
BALD CYPRESS. TAXODIUM DISTICHUM. VERY TOLERANT 3500
6.70 TEMPORARY STREAM CROSSING (CUWERTED) NOTE: SEE DETAIL ON SHEET 2-8 FOR BARE ROOT PLANTING SPECIFICATIONS BARE ROOT VEGETATION WILL BE PLANTED IN ALL DISTURBED
AREAS TARGETED FOR WETLAND RESTORATION (AS SHOWN ON SHEET 10).
RIPARIAN SEED MIXTURE
COMMON NAME SCIENTIFIC NAME
VIRGINIA WILDRYE ELYMUS VIRGINICUS
SWITCHGRA$S PANICUM VIRGATUM
FOX SEDGE CAREX VULPINOIDEA _ _
NOTE: RIPARIAN SEED MIXTURE WILL BE SPREAD OVER ALL CLEARED AND
c m DISTURBED AREAS TARGETED FOR WETLAND RESTORATION.
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PROJECT REFERENCE N0. SHEET N0.
170 1-B
*S.U.E = SUBSURFACE UTILITY ENGINEER ~][~I][~][~~ ROADS F~ RELATED ITEMS C O NVE N T I O NAB
Edge of Pavement . MINOR Recorded Curb Head & End Wall - coN/~ Designated ' Buildin
corded at r ~ s W e L ne 9 -w w-
' * Foundation ,si Hated Wat r Lin s e e S.U.E. 9 - - ~ -w- -w- r
Prop. Slope Stakes Cut _ _ _ ~ _ _ _ pi e Culvert ry
p ~ Sanita S r-----, ' Area Outlin ry nita Sewer a ss ss \ ~
Prop. Slope Stakes Fill F--- Footbridge Recorded Prop. Woven Wire Fence --e--~- Drainage Boxes. ~ ca Designated v1
corded S ni ' a to Sewer Force Main Gat rY -FSS-FSS- e
i Gas Pum nt s Hated S nit r Ve or I,VC T n a s Sewe Force ~ a k Ma n S.U.E. Ca - o 9 ry - - - - - - p FSS FSS p
Prop. Chain Link Fence _ --8--~- paved Ditch Gutter
Recorded Prop. Barbed Wire Fence Designated corded Ga Lin s e Church -c-c
si Hated Gas Lin e S.U.E. School g - -c- -c- -
Prop. Wheelchair Ramp ~
UTILITIES Storm Se Exist. Guardrail i --L ~ - Exist. Pole Recorded Designated Park _ arm Sewer - s S L---
Curb Cut for Future Wheelchair Ramp cF
corded Po r Lin _ _ _ _ we e Cemete -P--P rY
~ _t _I
• * Dam si Hated Po r Lin we a S.U.E. 9 - _
Prop. Guardrail - Exist. Power Pole . ~ -P- -P-
Pro Power Pole d Recorded Equality Symbol ~ P• ~orded Tele h n I ~gn o o e C b e p a T r s
Exist. Telephone Pole _ t Designated ' Well
Pavement Removal ~ si Hated Tel h n abl . e o e C a S.U.E. o 9 p - _ _ -T- -T w
Prop. Telephone Pole o Recorded RIGHT OF WAY Exist.loint Use Pole........._ Designated
' Small in ~orded l~G Tele h ne Cond it p o u TC TC
si Hated USG T I n n * • e e ho a Co duct .E. SU 9 p Swimmin Pool
Baseline Control Point ~ ~ Prop. Joint Use Pole b rc rc g
Unknown Existing Right of Way Marker 0 Telephone Pedestal - - D kno n tili w U S.U.E. -aun-~m-
.
corded Tel i i n I evso Cabe
lLG Telephone Cable Hand Hold H Recorded F~cist. Right of Way Line w/Marker _ ~ Desi Hated ~ N- Loose Surfac e
Cable N Pedestal - ~ 9 si Hated Tele i i n ble v s o Ca S.U.E.
Prop. Right of Way Line with Proposed ~y1G 7y Cable Hand Hold ~ Recorded F g _ - Hard Surface
:orded Fib r t' abl e 0 icsC a p FO FO- Chan ~n R e oad rf Su ace
R/W Marker (Iron Pin & Cap) T- lLG Power Cable Hand Hold 0 Designated 9
si Hated Fib r Cabl e 0 tics a S.U.E. 9 p _ _ - Fo Fo C r
Prop. Right of Way Line with Proposed Hydrant.........._ ~ Exist. Water ub
~t. ater Meter .
(Concrete or Granite) RrW Marker Satellite Dish b lLG Test H Exist. Water Valve Ri ht f o Wa S m I g Y Y o * R/W
~ est ole S. .E U
Exist. Control of Access Line _~;e~ ~ Abandoned Guar P t os
Sewer Clean Out 0 Q GP ~ndon A ed ccor in lVG R d to ec r od 9 aTruw
• Paved Walk
Prop. Control of Access Line power Manhole ~ End of Info Exist. Easement Line -E------- Telephone Booth m ~ f n olfrm o anon ~.o~.
Brid e g
Prop. Temp. Construction Easement Line E Cellular Telephone Tower ~ B Water Manhole State Line Box Culvert r T o unnel ~
~L------------~~
O rop. Temp. Drainage Easement Line ~ County Lin Light Pole - ~ 3~ to Line - Fer
r`Y un Line
Prop. Perm. Drainage Easement Line roe H-Frame Pole.........---.--.....--..-----.--....---..---...........-----...... Township L . Culvert vnshi Lin
p e
• Footbrid e - ~ Line------------------------------------------------------- 9
HYDROLOGY Power Line Tower........._ ~ City Line......
Pole with Base _ Reservation ervation ine-------------------------------------------------------------- - - _ _ _ Trail Foot th _ pa , ~ _ -
Stream or Body of Water ~ . - _ - Pro e Lin _
Gas Valve - P rtY e Line------------------------------------------------ p
River Basin Buffer -ReB- Gas Meter ~ Property Lin Li ht Hou g se
e Line S mbol . p Y
Flow Arrow . _ ~ Telephone Manhole...... Exist. Iron T st. ron in 0
~ .
Disoppearing Stream ~ Power Transformer..... Property Co Sin le Tre e pe orner
Spring 0 Property M O'~ Sanitary Sewer Manhole e Monument ' p Sin le Shrub
Swamp Marsh ~ - J~ ~ Pro e Nu 9 a
e Number 123 Hed e
Shoreline Tank; Water, Gas, Oil Parcel Num Falls, Rapids . - Water Tank With Legs ~ Fence Line g
Storm Sewer Manhole ~ P rtY cel Number 6 .
. Woods Line-
~ce me ~ - - -x x-x-
rop Latera ,Tai ,Head Ditches JS ~ Existing We Traffic Signal Junction Box • ww & Isew Orchard tin Wetland B n ou daries
9 _ - ~ ~ WLB - -
~ ~ Fiber Optic Splice Box ~ High Quali STRUCTURES Television or Radio Tower _ uali tl n r----- WeadB n ou da Vine and
rY Ha WLB Y VINEYARD
Medium Q MAJOR Utility Power Line Connects to TrafFic ~ Low Qualit Brid e Tunnel or Box Culvert r- coNC -I Signal Lines Cut Into the Pavement Proposed 9 ~ium li ua Wetland B n Q ou ri da es Ma wLB
~ uali etl n B n ' W a d ou dari es Lo wLB
Standard Gau 9e
osed etl n W a d Boundar~e p S WLB ax r~sAaRr~rrav
RR Si Hal Mile o t g p s o
Bridge Wing Wall, Head Wall ~ ~ Existing End tin Endan ered A imal B n oundaries 9 g - w,~.~ EAB
• Switch tin Endan r t eedPlnB n a ou darie
and End Wall ~corrc ww~ Existing End 9 g s - - - - - - ~ EPB swrrc~
revised 02/02/00
_

F
PROJECT REFERENCE N0. SHEET N0.
1'/
TYPICAL RIFFLE AND POOL FOR REACH 1 AND 2 TYPICAL STRUCTURE PLACEMENT 1l0 2
N PROJECT ENGINEER
N
PRELIMINARY PLANS
DO NOT USB FOR CONSTRUCTION
RIFFLE
Wbkf
I
8000 Regency Parkway Suite 200
TRANSPLANTS 4NTS LOG VANE Cary, North Carolina 27511 Phone: [phone]
ENC~INSERIN Fax: [phone]
~ D-Max I .
S.~ ti. - ~ ~ ~ 0~
/ ~ G~ ~ \ 5~ / ~
/ I \F~`'
/ ~ I ~ ~ \~P~ LOG WEIR
Wb ~ ~Qi y ~ \ i
/ ~ f
l / ~ \
f / / ~ i I
/ / ~I
POOL I / ao / /
Z a~~ / / alo ~ ~I~
wbkf / l / / a ~ ~ ~ Iw =I-'
/ / ~ ° FIB / ~ a
/ ~ / ~ o ~ / LL~o I / o ~Io ~ ~
~ / ~ / ~
/ / / ~ / ~ ~ / ~
~ I ~ / ~ /
~ ~ I
q.~ D-Max ~ N I ~
I FIBER MATTING ~ ~ ~ COIR ~
ON CHANNEL SLOPES ~
Wb BETWEEN BENDS ~ ~
\ ~
\ ~
TOP OF BANK DF BANK
STRUCTURE NOTES COIR FIBER MATTING
NUMBER AND SIZE BEHIND ROOT WADS
GENERALLY LOG WEIR5, ROOT WADS, OF R00T WADS
REACH 1 REACH 2 LOG VANES, MATTING AND TRANSPLANTS TO BE DETERMINED WILL BE INSTALLED IN THE LOCATIONS AND BY THE ENGINEER
RIFFLE POOL RIFFLE POOL SEQUENCE AS SHOWN. ADDITIONAL STRUCTURES OR CHANGES TO
7.3' 8.9' 10.3' 12.4' WIDTH OF BANKFULL (VWkQ STRUCTURE LOCATIONS MAY
0.6' 0.7' 0.7' 0.9' AVERAGE DEPTH BE MADE BY THE ENGINEER DURING CONSTRUCTION.
0.9' 1.1' 1.0' 1.4' MAXIMUM DEPTH (D~nax)
12.0 12.9 14.0 13.4 WIDTH TO DEPTH RATIO (bkA WID)
4.5ft~ 61ft~ 7.6ft~ 11.5ft' BANKFULL AREA (Abkfj
3.0' 2.3' 5.5' 4.0' BOTTOM 1MDTH (VW)
ROOT WADS
ROOT WADS WITHOUT TRANSPLANTS ROOT WADS WITH TRANSPLANTS
NTS NTS
c BERM (0.5' MAX. HT.) BERM(Sj NOT TO p
EXTEND BEYOND LIMITS OF ROOT WADS. ~
TRANSPLANTS BERM (0.5' MAX. HT.) BERMS) NOT TO EXTEND BEYOND LIMITS OF ROOT WADS.
FLOOD COIR FIBER MATTING FLC FLOOD NOTES: PLAIN TRENCHING METHOD:
PLAIN PLF IF THE ROOT WAD CANNOT BE DRIVEN INTO THE BANK OR THE
TOP OF BANK NEEDS TO BE RECONSTRUCTED, THE TRENCHING METHOD
TOP OF BANK OPTIONAL SHOULD BE USED. THIS METHOD REQUIRES THAT A TRENCH BANK BE EXCAVATED FOR THE LOG PORTION OF THE ROOT WAD. IN
COVER LOG BANKFULL STAGE THIS CASE, A FOOTER LOG SHOULD BE INSTALLED UNDERNEATH
BANKFULL STAGE THE ROOT WAD IN A TRENCH EXCAVATED PARALLEL TO THE • = BANK AND WELL BELOW THE STREAMBED. ONE-THIRD OF THE
ROOT WAD SHOULD REMAIN BELOW NORMAL BASE FLOW CONDITIONS.
• FL W A
ANCHOR COVER LOG R LOG ~ '
UNDER FOOTER LOGS 2 LOGS ' '..•.1/3:01=•.ROOT'.MASS:k{EIGHX:IS.~.•.•.'••:.'..~..•.'••:,.•..•..•:••::.~..~.
•.113:0~•.ROQ:T.'.MASS•:#{EtGH7•:1S•~.•:•.';'•::.'.:•.•:•.';'•;:,',.~.~.•.';'~•::,,.~. R WIT A 0 H BOULDER. )OLDER. '~••~~',:$EL©W,~.3TI~EAM.~:~©..'.....':•:i•`•.`:.•:~;:'..••:•:.'.:'~•.'~••~::';•'•..' NOTES:
• ~ DRIVE POINT METHOD:
~ , SHARPEN THE END OF THE LOG WITH A CHAINSAW BEFORE "DRIVING"
~ R00T WAD IT INTO THE BANK. ORIENT ROOT WADS UPSTREAM SO THAT THE STREAM FLOW MEETS THE ROOT WAD AT A 90-DEGREE ANGLE,
~ FOOTER LOG > 10" DIAMETER INSTALLED BELOW STREAMBED FOOTER LOG > 10" DIAMETER INSTALLED BELOW STREAMBED DEFLECTING THE WATER AWAY FROM THE BANK. A TRANSPLANT
~ (OPTIONAL PER DIRECTION OF ENGINEER) TRANSPLANTS OR OR (OPTIONAL PER DIRECTION OF ENGINEER) OR BOULDER SHOULD BE PLACED ON THE DOWNSTREAM SIDE OF THE ROOT WAD IF A BACK EDDY IS FORMED BY THE ROOT WAD.
BOULDERS ~ 10-15 FEET LONG THE BOULDER SHALL BE APPROXIMATELY 4'X 3'X 2'.
~ >10" DIAMETER FOOTER LOG FOR 6 FEET LONG TRUNK FOR >10" DIAMETER
to TRENCHING METHOD ETHOD
~ ONLY
Z

w~ CROSS SECTION VIEW PLAN VIEW CROSS SECTION VIEW

PROJECT REFERENCE N0. SHEET N0.
m
170 2 A
N PROJECT ENGINEER
N CONSTRUCTED RIFFLE LOG VANE
LOG BURIED IN STREAMBANK
A AT LEAST 5' , PRELIMINARY PLANS
ELEVATION POINT TOP 3 DO NOT USE FOR CONSTRUCTION
OF BANK 0 TOE OF BANK
J
HEAD OF 0
RIFFLE BURY BOULDERS 2-4 INCHES BELOW BED J LL
° ~ 18 INCHES THICKNESS MIX 0 9 F
oS ° ~ CLASS B AND #57 STONE ° 1!2 Wbkf TRANSPLANTS
° ~ FL W B B' 0
8000 Regency Parkway Suite 200 Cary, North Carolina 27511
1.5 to 2 FT ~,.~oE RrFF Phone: [phone]
O ° ° lF EN~iINEERINC~ Fax:[phone] ° ~
'•l/' ° ELEVATION POINT ° 8 00 ~ 0 0 B o 2p~ 3p ~ ~ ~ ~ ~
B o6 ~ ~ ~ ~
~ ~ 8 g o°g ~o VARIES 5• ~ ~ ~
01~ ~ TYPE 2 113 BKFL WIDTH ~ ~ ~ ~ ~ ,
B ° o ~ FILTER FABRIC 9 80 0°
ooo~ ~9 0
PROFILE A-A' 2/3 BKFL WIDTH LOG BURIED BELOW STREAMBED
PLAN VIEW
A'
EROSION CONTROL TRANSPLANTS
PLAN VIEW MATTING
TOI TOP OF STREAMBANK
~
Dmax 1I3 Dmax FLOW ~ ; NOTES:
ST STREAMBED 1. LOGS SHOULD BE AT LEAS f 12" INCHES IN DIAMETER, RELATIVELY STRAIGHT,
° ,gyp°I° HARDWOOD, AND RECENTI Y HARVESTED.
A 2. SOIL SHOULD BE COMPACTED WELL AROUND BURIED PORTIONS OF LOG. 3. TRANSPLANTS ARE PLACEq ALONG THE TOP OF THE BANK OVER
GREGORY SITE ' THE BURIED LOG VANE TO PROTECT AGAINST EROSION DURING
1, HIGH FLOWS.
REACH 1 REACH 2 CENTER BOULDER 2-5 FEET ~
Wbkf 7.3 10.3 BELOW ADJACENT BOULDERS 1 ~i'
Dmax (it) 0.9 1.0 1 ~ v
BURY END OF LOG 1' BELOW MAX POOL DEPTH.
SECTION B-B'
PROFILE VIEW
LOG WEIR
TRANSPLANTED VEGETA N TIO
TRANSPLANTED VEGETATION, ROOTMASS, AND SOIL MATERIAL
TRANSPLANTS TRANSPLANTS
TI TOP OF STREAMBANK
~ TOP OF STREAMBANK J • I
LL
i
CHANNEL WIDTH ~--FLOW ' ,I • ~ 1
1.5 X CHANNEL WIDTH • ~ TRANSPLANTED VEGETATION ROOTMASS AND SOIL MATERIAL
• ~ ~ , ' \ TOE OF BANK
/ ~ • S • \ \
O'OUR Pte' ~ SCOUR I • • ~
' POOL ~ • • ' • • • ' •
HEADER LOG • • , • , • • . BIkCKFILL (ON-SITE ALLUVIUM) ' BOTTOM OF CHANNEL
A LOG WEIR • • ~ ~ NOTES:
I I
' ~ ~ ~ 1. EXCAVATE A HOLE IN THE BANK TO BE STABILIZED THAT WILL
A y 5• . 'FILTEf2,FABRICFQR DRAINAGE " ACCOMMODATE THE SIZE OF TRANSPLANT TO BE PLACED. " ~ ~ BEGIN EXCAVATION AT THE TOE OF THE BANK.
FOOTER LOG ; , : SEE SPECS); , • 2. EXCAVATE TRANSPLANT USING A FRONT END LOADER.
EXCAVATE THE ENTIRE ROOT MASS AND AS MUCH ADDITIONAL
4' MINIMUM CROSS SECTION VIEW SOIL MATERIAL AS POSSIBLE. IF ENTIRE ROOT MASS CAN NOT BE EXCAVATE IN ONE BUCKET LOAD, THE TRANSPLANT IS T00 LARGE
AND ANOTHER SHOULD BE SELECTED.
PLAN VIEW SECTION A-A' 3. PLACE TRANSPLANT IN THE BANK TO BE STABILIZED SO THAT
VEGETATION IS ORIENTATED VERTICALLY. TRANSPLANTED VEGETATION AND ROOTMASS 4. FILL IN ANY HOLES AROUND THE TRANSPLANT AND COMPACT.
5. ANY LOOSE SOIL LEFT IN THE STREAM SHOULD BE REMOVED.
6. PLACE MULTIPLE TRANSPLANTS CLOSE TOGETHER SUCH THAT
TRANSPLANTS ~ THEY TOUCH. `1 r
/
\ / \ /
~ NOTES: ~ TOP OF BANK
~ 1. LOGS SHOULD BE AT LEAST 10 INCHES IN DIAMETER, RELATIVELY STRAIGHT, \ ~ l
~ HARDWOOD, AND RECENTLY HARVESTED. r~
~ 2. LOGS >20 INCHES IN DIAMETER MAY BE USED ALONE WITHOUT AN ADDITIONAL LOG.
~ FILTER FABRIC SHOULD STILL BE USED TO SEAL AROUND LOG it ~ l TOE OF BANK
~ 3. TOP OF HEADER LOG SHOULD BE SET AT SAME ELEVATION AS THE STREAMBED. / \ / \
~ HEADER LOG 4. USE FILTER FABRIC FOR DRAINAGE TO SEAL GAPS BETWEEN LOGS. ~ 5. PLACE TRANSPLANTS FROM TOE OF STREAMBANK TO TOP OF STREAMBANK. i ~ ~i '
Z FOOTER LOG
b3~

CROSS SECTION VIEW
PLAN VIEW

_

PROJECT REFERENCE N0. SHEET N0.
m
t~ TlO G~D
PROJECT ENGINEER
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PRELIMINARY PLANS
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8000 Regency Parkway Suite 200
Cary, North Carolina 27511
NOTES: Phone: [phone] NOTES: EN(iINEERIN(3 Fax: [phone]
1. PLANT BARE ROOT SHRUBS AND TREES TO THE WIDTH OF THE 1. WHEN PREPARING THE HOLE FOR A POTTED PLANT OR
BUFFER AS SHOWN ON THE PLANS. SHRUB DIG THE HOLE 8 -12 INCHES LARGER
PLANTINGS 2. ALLOW FOR6-10 FEET BETWEEN PLANTINGS, DEPENDING ON SIZE. 3. LOOSEN COMPACTED SOIL. PLANTINGS THAN THE DIAMETER OF THE POT AND THE SAME DEPTH AS THE POT. 2. REMOVE THE PLANT FROM THE POT. LAY THE PLANT ON
4. PLANT IN HOLES MADE BY A MATTOCK, DIBBLE, PLANTING BAR, OR OTHER APPROVED MEANS. ITS SIDE IF NECESSARY TO REMOVE THE POT.
- 5. PLANT IN HOLES DEEP AND WIDE ENOUGH TO ALLOW THE ROOTS TO SPREAD OUT AND DOWN WITHOUT J-ROOTING. 3. IF THE PLANT IS ROOTBOUND (ROOTS GROWING IN A SPIRAL AROUND THE ROOT BALL), MAKE VERTICAL
6. KEEP ROOTS MOIST WHILE DISTRIBUTING OR WAITING TO PLANT CUTS WITH A KNIFE OR SPADE JUST DEEP ENOUGH TO CUT THE NET OF ROOTS. ALSO MAKE A
BY MEANS OF WET CANVAS, BURLAP, OR STRAW. 7. HEEL-IN PLANTS IN MOIST SOIL OR SAWDUST IF NOT PROMPTLY CRISS-CROSS CUT ACROSS THE BOTTOM OF THE BALL.
PLANTED UPON ARRIVAL TO PROJECT SITE. TOP OF STREAMBANK 4. PLACE THE PLANT IN THE HOLE. TOP OF STREAMBANK 5. FILL HALF OF THE HOLE WITH SOIL (SAME SOIL
REMOVED FOR BACKFILL . 6. WATER THE SOIL TO RE OVE AIR POCKETS AND FILL
THE REST OF THE HOLE WITH THE REMAINING SOIL.
BOTTOM OFCHANNEL ' • • • • • • • • BOTTOM OF CHANNEL
CROSS SECTION VIEW OF BARE ROOT PLANTING CROSS SECTION VIEW OF CONTAINER PLANTING
LIVE STAKING SPECI IG SPECIFICATION
e~
Fti
TO K TOP OF
STREAMBANK , TOP OF STREAMBANK SQUARE CUT TOP • BUDS FACING UPWARD
NOTES:
.1 .1 . :1' .:1' .1'' . 'I ' ~ • LIVE CUTTING ' • ' . ' • ' . ~ ' MIN. 112" DIA 1. STAKES SHOULD BE CUT AND
,N TOE OF SLOPE ' , ' ~ , ,1 • •1 • '.1', • • ,1 ,1 ' 2' - 3' LENGTH INSTALLED ON THE SAME DAY.
T?. PLANT STAKES FROM 2. DO NOT INSTALL STAKES THAT • • : • ~ : • • : • ~ : TOP OF BANK TO TOE OF BANK HAVE BEEN SPLIT.
.'1' '1', .1, .'•1.' .1,' 1, ' • • • • 3. STAKES MUST BE INSTALLED WITH • • • • ~ ~ • • • • • ~ • BUDS POINTING UPWARDS.
4. STAKES SHOULD BE INSTALLED
M , 1' . 1' ' .1. 1. ' >t BOTTOM OF CHANNEL • TOE OF SLOPE • • • • • • • • • • • • PERPENDICULAR TO BANK. ~ ; , • • I ; . ; , ~ ; 5. STAKES SHOULD BE 1J2 TO 2 INCHES
IN DIAMETER AND 2 TO 3 FT LONG.
ANGLE CUT 30 - 45 DEGREES 6. STAKES SHOULD BE INSTALLED LEAVING 115 OF STAKE ABOVE GROUND.
CROSS SECTION VIEW PLAN VIEW LIVE STAKE DETAIL
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ENVIRONMENTAL BANC AND EXCHANGE,,LLC
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REVEGETATION PLAN
LOCATION: OFF NCSR 561 NEAR HALIFAX
TYPE OF WORK: WETLAND AND STREAM RES TORA TION
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CONSTRUCTED BERM
TOTAL AREA TO BE PLANTED
99 ACRES
BARE -ROOT TREE
PLANTING BOUNDARY
1. PLANT BARE -ROOT TREES IN INDICATED AREAS ACCORDING TO DETAILS AND SPECIFICATIONS.
BARE -ROOT TREES SHALL BE PLANTED UP TO THE STREAMBANK OF THE NEW STREAM CHANNEL
2 LIVE STAKES SHALL BE INSTALLED ON NEW STREAM BANKS OF REACHES 1 & 2 AS DESCRIBED
IN THE DETAILS AND SPECIFICATIONS.
3. PLANTING BOUNDARY WILL BE STAKED BY THE ENGINEER PRIOR TO PLANTING.