20041482 Ver 1_Site Plan_20070831

PROJECT REFERENCE N0. SHEET N0.
B
0169 5
N PROJECT ENGINEER
N
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
8000 Regency Parkway Suite 200 Cary, North Carolina 27511
Phone:[phone] SNC~INEERINC4 Fax:[phone]
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WOVEN FIELD FENCE i is } . i,
SEE DETAIL SHEET 2-D -----------;xT---------------------------------- L I
X X X X-~-X , X X X X X - - DISIURQANCE
CE E X X X-_ - E CE C X X- X
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CONTROL POINT<`~~ ~ ~ ~
N=686, 681.0509' ~ A ^L C 'C i ~
- 948' NbVEN FIELD FENCE E-1,324,413.8 E EV.=70 24' ~ ~ SEE DETAIL SKEET 2-D L k V ~ ~
~ F l \ t ,
l 5 _ , ~ ~ Q ® s.: ~ ~ C
t ......v__. T CONTROL POINT ~ F
~t ~ r , ~ i r N=686,165.2689 ~
E=1,324,383.1928' ~
ELEV.=67.20' - ~ k
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N i TRANSPLANTS
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C SOUTH FORK
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BTATS PR07&CT RBRSRBNCB NQ 8HB8T 'I+OTAL
NQ 8HB81'8
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N0. DATE CHECgED BY APPROVED BY
~ N I~N~~I[$~NI~]~N~AI~ ]~~N f~a~d. / WETLANDS 1401 GROUP
9 1 Ob/lb/OJ JOHN MUTTON YEVIN TWBBDY
SEP 0 3 2004 ! o9/Ol/a JOHN MUTTON YBVIN TWBBDY
WATER QUALITY SECTION

PROJECT ~ H BEGIN CONSTRUCTION
O SW~F~~t~be CA TA WBA LOCATION
O
4c6 h
~
wRd i LOCATION: UNIKAMED ~ SOUTH FOR ~ 9 TYPE OF WORK: STREA VICINITY MAP ' y ~ SHEET !9
, '
BEG1N CONSTRUCTION
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INDEX OF SHEETS
j
END CONSTRUCTIO J i
1-A - - - STREAM CONVENTIONAL SYMBOLS NAD 83 U 10 A 22+87.55
O 1 TITLE SHEET GENERAL NOTES, STANDARD - LAD 83 BEGIN CONSTRUCTION Y2 STA 22+8T.35 A
,
SPECIFICATIONS, AND ti~ , ;
VEGETATION SELECTION 4 ,
1-B - - CONVENTIONAL SYMBOLS END CONSTRUCTION UT3 STA l5•i4.89
2 TO 2-D NPICAL POOL AND . g
RIFFLE CROSS SECTIONS, B UT EGIN CONSTRUCTION 28 STA 34+10.39 , <<
STRUCTURE DETAILS
NUT
4 TO 16 PLAN VIEW OF PROPOSED AND ciN i ;
EXISTING STREAM DESIGN .oo ~ ,
17 TO 19 SITE OVERVIEW / REVEGETATION SHEET !8 t ;
20 TO 27 PROFILES ~ ,
EC1-6 EROSION CONTROL END CONSTRUCTION UT2B STA 42.0065 ;
28 TO 30 REVEGETATION ~ , cn
s BEGIN CONSTRUCTION M142~0065 m
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SHEET 4 SHEET 5 S i SSE ;
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\Z r i ~ ~ ~ ~ END TRUCTION 1
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V GRAPHIC SCALES PROJECT SUMMARY PREPARE Pro,/ed Existing Design EIKVIRONMENTA 50 25 0 50 1Q0 Feature Ca~tlon Cond/tion ABED FOR THE OFFI E F• • EP C 0 . PREPARED IN THE OF FICE OF.
PRO ECT ENGINE ER
11~[ENTAL BANC AND EXCHANGE LL 8000 Regency Parkway, Suite 200 C ~ Cary, North Carolina 27511
~iINEERIN ~ Phone:[phone]
UTl 4,642LF 4,986LF 100 PLANS UT2 2I09LF .~2~ILF 10055 RED RUN BOULEVARD, SUITE 130 Fax:[phone]
OWING MILLS, MD 21117
O UT3 417LF 5/5LF KEVIN L. TWEEDY PE
50 25 0 50 tg0 M 1 547LF 771LF 8 UT4 /,i54LF 1,?11LF ' PRELIMINARY PLANS
8000 REGENCY PARKWAY SUITE 200A PROJECT ENGINEER ioo NOT U6B FOR CONSTRUCTION r
CARY, NORTH CAROLINA 27511
PROFILE (HORIZONTAL) UT5 1,795LF 1.8~LF
~ M2 i,254LF 1,~SLF w EBX CONTACT: JOHN MUTTON
Totd 1 /,9/8LF 14.175LF TARA DISY ALLDEN PROJECT MANAGER
PROJECT MANAGER
PROFILE RTICAL NOTE: LANDOWNER EASEMENTS SUBTRACTED ) FROM DESIGN STREAM LENGTHS P.E.
SIGNATURE:

PROJECT REFERENCE NO. SHEET NO.
m
u7
N ~~~~1 ~~N~~1 PROJECT ENGINEER
N
1. The Contractor is required to install instream structures using a track hoe with a SUI~]EItCEI)ES SHEET 1~
h draulic thumb of sufficient size to move boulders Oft X aft X 2ft (approximately 2 tons). Y ~ LOG VANE
BOULDER CLUSTER PRELIMINARY PLANS
2. The Contractor will be required to provide, at a minimum, two operators at all times LOG WEIR ~0 ~ DO NOT USB FOR CON31'ItUCT[ON
during construction of the new stream channel. In general, one operator will cut the
new channel with a track hoe, while the other operator follows and installs instream
ROOT WAD ~IHIHIHif- SILT FENCE
structures, bank stabilization practices, and transplants. During construction of the
new stream channel, the contractor will be required to have two track hoes and one
loader on-site. SAFETY FENCE
3. Construction is scheduled to begin November 2004. LOG CROSS VANE ~ B 80 Cary,9NOrth Carol na 275100
CONSERVATION EASEMENT a PFax8919<835480
O ~ Ce
a 0
0 0 p~ J-HOOK
TRANSPLANTED VEGETATION
~ ROCK VANE
~ TEMPORARY SILT CHECK ROCK STEP POOL
_ ~
FOOT BRIDGE

a ~--J TEMPORARY STREAM ~ TREE REMOVAL
r`1 CROSSING
`J PERMANENT STREAM
r r~ CROSSING TREE PROTECTION
~Y ROCK CROSS VANE CONSTRUCTED RIFFLE
WING DEFLECTOR
DOUBLE DROP CROSS VANE
DOUBLE WING DEFLECTOR
CHANNEL BLOCK
"NOTE: ALL ITEMS ABOVE MAY NOT BE USED ON THIS PROJECT
~TANI)ARI) ~]P]EC~]FICA~7CI~l~T~
NC. ]EROSION ~N~ SEI)IMEN~ C~N~1$~]L
]~g,~NNING ANI~ ~~~IGN 1~][A~NU~]L - ~ECE1~I~]EI~ ~99~
BARE ROOTICONTAINERI2FDVEGETATlON BARE ROOTICONTAINERIZEDVEGETATlON FOR POWERLINE EASEMENT
NOTE: CONTAINERIZIED AND BARE ROOT VEGETATION SHALL BE NOTE: CONTAINERIZED AND BARE ROOTVEGETAl10N SHALL BE INSTALLED RANDOMLY 6 TO 8 FEETAPART (680 STEMSIACRE) FROM THE TOP OF WSTALLED RANDOMLY 6 TO 8 FEETAPART (680 STEMSIACRE) FROM THE TOP OF
THE STREAMBANK OUTTO THE EDGE OF REVEGETATION LIMITS THE STREAMBANK OUT TO THE EDGE OF REVEGETATION LIMITS
EROSION AND SEDIMENT CONTROL PL4NN/NG AND DESIGN MANUAL
COMMON NAME SGENTIFICNAAE Quantity COMMON NAME SGENTIFICNAME Quantity
SYCAMORE PLATANUS OCpG1ENTALIS 4850 TAG ALDER AUVUS SERRULATA 1050 DECEMBER 7993
WILLOW OAK Qt~RCUS PF~LLOS 4850 SPICEBUSH UNDERA BENZOIN 1050
RNER BIRCH BEIULA NIGRA 4850 SOUTHERN ARROW-WOOD VIBURNUMDENTATUM 1050
BITTERNUT HICKORY CARYA CORD?IFOr4ANS 4850 ROSEMALLOW H18lSCUS A~OSCHEUTOS 1050
WHITE BASSWOOD 11UA HETEROPHYLLA 4850 PAWPAW ASIAMNA TRILOBA 1050 6.60 TEMPORARY SEDIMENT TRAP
PERSIMMON D/OSPYROS VJRGINIANA 4850
PAWPAW ASIAA~NA TRILOBA 4850 WITCH-HAIL HAM4A~IELIS VIRG/NIANA 4850 TEMPORARY SE1~ MIX 6.06 CONSTRUCTION ACCESS
LIVE STAKING NOTE: ALL DISTURBED AREAS WILL BE STABILIZED USING MULCH ANDTEMPORARY SEED M
6.62 SILT FENCE
NOTE: LNE STAKES SHALL BE INSTALLED RANDOMLY 2 TO 3 FEET APART ALONG COMMON NAME RATE DATES LBS
THE STREAMBANKS FROM THE TOE OF THE BANK TO THE TOP OF BANK. ANNUAL RYE (COOL SEASON) 130 LBSIACRE SEPTEMBER TO MARCH 687
MILLET (WARM SEASON) 45 LBSIACRE APRIL TO AUGUST 6.70 TEMPORARY STREAM CROSSING (CULVERTED)
COMMON NAME SGENTIFICNAhE Quanti
BUTTONBUSH CEPHALANTHUS OCCIDEMAUS 7,865 RIPARIAN SEED MIX (PERMANENT)
SILKY WILLOW SAUX SERICEA 7,865 NOTE: RIPARIAN SEED MU(SHALL BE SEEDED AT A RATE OF
- 22LBSIACRE ALONG THE STREAMBANKS FROM THE
TOE OF THE BANK TO THE TOP OF BANK.
COMMON NAME SGENTIFICNAPoE PERCENTAGE LBS
Swit Panicum w~atum 111
B' Bluestem Andrnpoon Ge~ardii 111
~ IrornMeed Ve~monia no~boracensis 1 67
~ Joe a Weed E~ataium fistulasum 1 44
~ Deem Parocum c/andestinum 111
~ AMENDMENTS
NOTE: APPLY AMENDMENTS TO ALL AREAS TO BE PLANTED WITH BARE ROOT TREES
z COMMON NAME RATE LNNE 2,200 LBSIACRE 16,650 LB
MULCHING 440 LBSIACRE 500 BALES

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PROJECT REFERENCE NO. SHEET NO.
0/69 /-B
*S.U.E = SUBSURFACE UTILITY ENGINEER ~JF ROADS RELATED ITEMS
co NvE NTH o NA Edge of Pavement MINOR Recor Curb Head & End Wall - coN~\ Desig Prop. Slope Stakes Cut Pi e Culvert J Sanit p SAL SYMBOLS BUILDI11iGS OTHER CULTURE
Recorded Water Line w w Buildings
Designated Water Line (S.U.E.*) Foundations....---~--......--~~----...--~~------~---~---~~--~--~--~•-~---....... ~
r-----, Sanitary Sewer Area Outline
-ss- _
Prop. Slope Stakes Fill F--- Footbridge Recor Prop. Woven Wire Fence --~8- Drainage Boxes.._... ~ ~ Desig Prop. Chain Link Fence _ payed Ditch Gutter Recorded Sanitary Sewer Force Main mss-FSS- Gate - . ,l"
Designated Sanitary Sewer Force Main(S.U.E.*)__FU.~~__ Gas Pump Vent or WG Tank Cap o
Recor Prop. Barbed Wire Fence Desi Prop. Wheelchair Ramp ~ 9 Recorded Gas Line c c Church
Designated Gas Line (S.U.E.*) - --c- -c-- School - _
Storm Sewer
UTILITIES torm Curb Cut for Future Wheelchair Ram cF -s-s- Park _ L---~
P Recorded Power Line - ~-P- Cemetery.................. - -
Exist. Guardrail ~ ~ ~ - Exist. Pole Recor Desig Prop. Guardrail ~ Exist. Power Pole . l L_t _I
Designated Power Line (S.U.E.*) _ Dam - -
Recorded Telephone Cable -r-r- Sign. _ o
E uali S mbol ~ Prop. Power Pole b Recor 9 tY Y
Exist. Telephone Pole + Desig Prop. Telephone Pole ~ Recor RIGHT OF WAY F~cist.loint Use Pole-------------------------------------------------------- Desig Baseline Control Point ~ Designated Telephone Cable (S.U.E.*) --r- -r- - Well o
Pavement Removal ~
Recorded WG Telephone Conduit -rc-TC- Small Mine
Designated lLG Telephone Conduit (S.U.E.*) _ _TC--rc- - Swimming Pool ~
Prop. Joint Use Pole Unkn F~cisting Right of Way Marker ~ Telephone Pedestal ~
Unknown Utility (S.U.E.*) -~,n~~- TOPOGRAPHY
Recorded Television Cable -n-T„- Loose Surface
lLG Telephone Cable Hand Hold Recor Exist. Right of Way Line w/Marker ~ Desi Cable N Pedestal 0 9
Designated Television Cable (S.U.E.*) __ri__T„__ Hard Surface
Prop. Right of Way Line with Proposed ~ n/ Cable Hand Hold HH Recor R(W Marker (Iron Pin & Cap) _T ILfG Power Cable Hand Hold 0 Desig Prop. Right of Way Line with Proposed Hydrant-------------------_ -0 Facist.
Recorded Fiber Optics Cable -FO-FO- Change in Road SurFace
Designated Fiber Optics Cable (S.U.E.*~ _-FO- FO-
- Curb
Facist. Water Meter ~
(Concrete or Granite) RrW Marker Satellite Dish Y) WG Exist. Water Valve
WG Test Hole (S.U.E.*) Right of Way Symbol R/W ~ Guard Post
Exist. Control of Access Line ---{Ql - ~ Aband Q GP Abandoned According to lLG Record ~TT~ paved Walk
Sewer Clean Out . - 0
Prop. Control of Access Line Power Manhole ~ End o En o In ormation ~ ~ ~.a.
Exist. Easement Line -----•-e------- Telephone Booth ~ ~ Bridge -
BOU11tDARIES F~' PROPERTIES Box Culvert or Tunnel -
Prop. Temp. Construction Easement Line E Cellular Telephone Tower ~
Water Manhole State State Line ~ J~ erry
Prop. Temp. Drainage Easement Line roE ~ Coun Light Pole ~
County Line
Prop. Perm. Drainage Easement Line ~ H-Frame Pole........---....------..-------........--.---......---------.-----..- Towns Culvert
Towns ip Line ~
City Line
Power Line Tower ~ ~ City Li Footbridge
HYDROLOGY Pole with Base Rese Stream or Body of Water ~ Pro e Reservation Line - - - - - - - Trail, Footpath , - - _ _ _ _
Property Line Light House
Gas Valve
River Basin BufFer 0 Ree- Gas Meter - ~ o Prope Flow Arrow Telephone Manhole.-~ r Exist. Property Line Symbo -
Exist. Iron Pin ~ VEGETATION
Disappearing Stream...... ~ Prope - Power Transformer 8 Property Corner + Single Tree - ~
Spring ~ Prope O"•.-~ Sanitary Sewer Manhole Property Monument....... ~ - ~ Single Shrub - e
Swamp Marsh ~ Storm Sewer Manhole . ~ Prope Shoreline Tank; Water, Gas, Oil - O Parcel
Property Number - 123 Hedge
Parcel Number... 6
Woods Line.......
Falls, Rapids Water Tank With Legs Fence Fence Line - - - - -x-x-x-
ww a, isew Orchard
Prop Lateral, Tail, Head Ditches ~ Traffic Signal Junction Box........................._.........._.. ~ Existin ~ F'°"' Hi h Fiber Optic Splice Box - - ~ g Existing Wetland Boundaries_........._ ___w~B--- {~~3QflQp
High Quality Wetland Boundary -HO wee- Vineyard - _ _ r-----~
~ _ VINEYARD J
Medium Quality Wetland Boundaries -Ma WEB- RAILROADS
STRUCTURES Television or Radio Tower ~ Mediu MAJOR Utility Power Line Connects to TrafFic Low
Low Quality Wetland Boundaries -~a WLe Standard Gauge------....-----.--.---.._.....---.---.-----....----------... ~
Bridge, Tunnel, or Box Culvert r- coNC -I Signal Lines Cut Into the Pavement Propo Bridge Wing Wall, Head Wall ~ Existi and End Wall )coNC ww~ Existin Proposed Wetland Boundaries WEB ~ T, ~T,~
RR Signal Milepost o
Existing Endangered Animal Boundaries............ EAe---
Existing Endangered Plant Boundaries EPS--- Switch ~
- - - ~„e,
revised 02/02/00

PROJECT REFERENCE N0. SHEET N0.
m
169 2
N VIEW AND PR FILE TYPI AL PLA N TYPI AL TR T URE PLA EMENT PROJECT ENGINEER
N
PRELIMINARY PLANS
NOTES: PLANTSlTRANSPLANTS DO NOT U6E FOR CON6TRUCTION
1. THE POINTS SHOWN, e.g. HEAD OF RIFFLE, HEAD OF POOL AND BRUSH MATTRESS
MAX DEPTH OF POOL ARE THE CONTROL POINTS USED TO CUT
VIEW THE PROFILE; HOWEVER, THE CONTRACTOR SHOULD CREATE PLAN
SMOOTH TRANSITIONS BETWEEN CONTROL POINTS AS SHOWN. 2. THE HEAD OF RIFFLE ELEVATION SHOULD NOT EXCEED THE HEAD
OF POOL ELEVATION.
3. THE CHANGE IN WIDTH BETWEEN THE RIFFLES AND POOLS SHOULD OCCUR
B GRADUALLY OVER THE ENTIRE LENGTH OF THE BEND.
ROCK CROSS VANE 6000 Regency Parkway Suite 200 Cary, North Carolina 21511
POOL MAX DEPTH Phone: [phone]
THALWEG E N G I E I G Fax: [phone]
~ ~ ~
~ P OL ~
HEAD OFPOOL / ~ HEAD OF RIFFLE MAT BANKS / ~ \ (SEE SPEC MAT BANKS WITH COIR FIBER MATTING \ (SEE SPECS)
- J ~F ~ MAT BANKS WITH COIR FIBER MATTING
~ / y ~ SEE SPECS ( )
A r \
Q- B CONSTRUCTED RIFFLE t
_ ~
~ A
O BANKFULL t~`' LIMITS \ \ ~op
/ COVER LOG 00 00 ~0 00 0
CENTERLINE 0gp0 00 \ A oopo
;~i o 0 000 0 ~ /o o
o ° ° pp
0 ~ p o 000 0~ w ~ cp~o , l O pgo o/
~ p 0 O
~ / O MAT BANKS WITH COIR FIBER MATTING ~ / o
(SEE SPECS) ~ / \
~
PR FILE VIEW
ROOT WADS / NUMBER AND
BANKFULL ( ~ SIZE TO BE
STAGE FlOyy ~ . DETERMINED
~ . RIFF ~ - , BYTHE ENGINEER}
(F D-Max
~ • POOL) r R (
HEAD OF RIFFLE ~h RIFFLE) ~
` C>!OL ~~0 G ~ RIFF L HEAD OF POO ~r (E
/ THALWEG
~r \ r TOP OF BANK

HEAD OF RIFFLE MAX DEPTH OF POOL
STRUCTU~ STRUCTURE NOTES:
1. GENERI CROSS 1. GENERALLY ROOT WADS, COVER LOGS, PLANTS 1 TRANSPLANTS CROSS VANES, CONSTRUCTED RIFFLES, NOTES:
AND CO AND COIR FIBER MATTING WILL BE 1. COIR FIBER MATTING TO BE INSTALLED ON
INSTALI SEQUEI INSTALLED IN THE LOCATION AND RIFFLE/RUN SECTIONS BETWEEN BENDS AND SEQUENCE AS SHOWN. ON THE INSIDE OF MEANDER BENDS.
2. ADDITIC 2. ADDITIONAL STRUCTURES OR CHANGES 2. IF ROOT WADS DO NOT COVER ENTIRE SLOPE ON OUTSIDE
TO STR~ TO STRUCTURE LOCATIONS MAY BE MADE OF MEANDER BENDS, COIR FIBER MATTING IS NEEDED.
BY THE BY THE ENGINEER DURING CONSTRUCTION.
RIFFLE P P KFULL BEN H FLE BA
TYPI AL LAND
Wbkf TOP OF TERRACE
VARIES Wbkf - Wbkf VARIES
D-Max 3~

D-Max ~•7 REACH UT 1 B REACH UT 2A REACH UT 26 REACH UT 3
ti' RIFFLE POOL RIFFLE POOL RIFFLE POOL RIFFLE POOL
Wb 16 26 12 18 14.9 24 11.5 18 WIDTH OF BANKFULL (Wbkfl
1.3 2.1 1 1.5 1.2 2 1 1.5 AVERAGE DEPTH (D)
1.9 3.5 1.3 2.8 1.8 3.5 1.4 2.8 MAXIMUM DEPTH (D-Max)
~ 12 12.5 12 12.1 12 12.2 12 12.1 WIDTH TO DEPTH RATIO (Wbkfl D)
RIFFLE A-A 21.4 54.3 12 26.9 18.5 47.3 11 26.9 BANKFULL AREA (Abkf)
RIFFLE WITH BANKFUL BANKFULL BENCH 6.5 5.0 6.9 1.2 6.1 3.0 4.7 1.2 BOTTOM WIDTH Mro)
wb~t TOP OF TERRACE
REACH UT 4 REACH UT 5 REACH M1 REACH M2
~ VARIES Wbkf - Wbkf VARIES RIFFLE POOL RIFFLE POOL RIFFLE POOL RIFFLE POOL
/ / ~ 7.9 12 10.6 16 19 29 12.3 18 WIDTH OF BANKFULL (Wbkfl
~ D-Max `~'7 3~ 0.6 1.2 0.8 1. 5 1.6 2.4 1 1.9 AVERAGE DEPTH (D)
~ r y1 0.7 1.6 1 2 2 4.2 1.3 3 MAXIMUM DEPTH (D-Max}
~ ~ D-Max 5~ 14 10.2 14 10.7 12 12.2 12 9.6 WIDTH TO DEPTH RATIO (Wbkf / D}
4.5 14.1 8 24 30 68.g 12.6 33.8 BANKFULLAREA Abk ( fl
4.2 5.6 5.7 8 11 3.8 7.1 4.5 BOTTOM WIDTH (Wb)
~ Wb
z
~o Wb F

POOL 6-6 POOL WITH BANKFULL BANKFULL BENCH
- ~ NOTES:
~ 1. DURING CONSTRUCTION CORNERS OF DESIGN CHANNEL WILL BE ROUNDED
AND A THALWEG WILL BE SHAPED PER DIRECTION OF ENGINEER.
2. POOLS SHOWN ABOVE ARE LEFT POOLS ONLY.

PROJECT REFERENCE N0. SHEET N0.
N TR TED RIFF LE
169 2 A VANE TYPI AL
N PROJECT ENGINEER
N
A ELEVATION POINT
TOP
OF BANK 3 TOE OF BANK 0 J PRELIMINARY PLANS
LL DO NOT USE FOR CONSTRUCTION
HEAD OF BURY BOULDERS 2-4 INCHES BELOW BED ED B
° ~ RIFFLE 18 INCHES WELL GRADED MIX
9 0 • 08 ~ OF CLASS A!B &1157 STONE.
o
° ~ FLOW ? B 8'
1.5 to 2 FT OE G1.~ RIFF( A
O o° ° E 8000 Regency Parkway Suite 200 Cary, North Carolina 27511
~V" ° ELEVATION POINT Gb g °o 8 0 ~ Phone: [phone]
B o~ F E G I S I N G Fax: [phone] TOP OF BANK
B gj
B o°8 o VARIES 5' ~ o FILTER FABRIC G
B ° o ~ FOR DRAINAGE - 9 9 °o E
0 08 0

PROFILE A-A EROSION rte.
CONTROL D
MATTING
Dmax 213 Dmax
A' C
PROFILE VIEW
PLAN VIEW CENTER BOULDER 2-5 INCHES
BELOW ADJACENT BOULDERS PLAN VIEW
NOTES:
1. BOULDERS MUST BE AT LEAST 4' x 3' x 2'.
2. INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDDLE OF THE HEADER ROCKS AND EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK, AND THEN UPSTREAM
TO A MINIMUM OF FIVE FEET. SECTION B-B~
3. DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS AND PLACE FILL ON UT 1B UT 2A UT 26 UT 4 UT 5 M2
UPSTREAM SIDE OF VANE ARM, BETWEEN THE ARM AND STREAMBED. 4. START AT BANKAND PLACE FOOTER ROCKS FIRSTAND THEN HEADER (TOP) ROCK.
5. CONTINUE WITH STRUCTURE, FOLLOWING ANGLE AND SLOPE SPECIFICATIONS. A VANE ARM LENGTH 20.3 FT 14.2 FT 18.8 FT 8.6 FT 12.6 FT 14.6 FT B INVERT LENGTH 2.1 FT 2.3 FT 2.0 FT 2.0 FT 2.0 FT 2.3 FT
6. USE CLASS B STONE TO FILL GAPS ON UPSTREAM SIDE OF BOULDERS,THEN CLASS A STONE C BANKFULL WIDTH 16.0 FT 12.0 FT 14.9 FT 7.9 FT 10.6 FT 12.3 FT
IN FRONT OF CLASS B STONE ANO ak57 STONE TO FILL GAPS ON UPSTREAM SIDE OF CLASS A STONE. 7. AFTER ALL STONE HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE D BOTTOM WIDTH 6.5 FT 6.9 FT 8.1 FT 4.2 FT 5.7 FT 7.1 FT
STRUCTURE WITH ON-SITE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE HEADER ROCK E SILL LENGTH 5.0 FT 5.0 FT 5.0 FT 5.0 FT 5.0 FT 5.0 FT
F ARM ANGLE 20° 20° 20° 20° 20° 20°
REACHES UT 1A UT 1B UT 2A UT 28 UT 3 UT 4 UT 5 M1 M2 G ARM SLOPE 7.0% 6.9% 7.2% 8.1% 8.0% 6.7°k H STRUCTURE LENGTH 19.0 FT 13.4 FT 17.7 FT 8.1 FT 11.8 FT 13.7 FT
Wbkf (ft) 11.7 16 12 14.9 11.5 7.9 10.6 19 12.3
Dmax (ft) 1.4 1.9 1.3 1.8 1.4 0.7 1 2 1.3
R K R VA
D BL P U E DR R VAN E
BANKFULL STAGE
HEADER ROCK ;ROCK 113 113 1/3
1!3 OF TOP WITDTH BOTTOM BOTTOM BOTTOM WIDTH OF WIDTH OF WIDTH OF
OF CHANNEL B~ B CHANNEL CHANNEL CHANNEL
WATER FLOW 10% SIAPE 4X TO
B'
STREAM BED FLOW B'
z z z z ELEVATION FOOTER ROCK ROCK VARIES
m m m m w w
~ LL w w CHANNEL BED 0 0 O O Q ~ NOTES FOR ALL VANE STRUCTURES:
a w ~ w a ~ A N ~ 1. BOULDERS MUST BE AT LEAST 4' x 3' x 2'.
0 0 O 0 ~ H H F PROFILE VIEW B-B J J " ~ ~ 2. INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDDLE OF THE HEADER
ELEVATION ~ ~ ~ Y LL ROCKS AND EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK,
A POINT Z -a'--~~ Z AND THEN UPSTREAM TO A MINIMUM OF 5 FEET.
m ~ Q 3. DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS AND PLACE FILL ON UPSTREAM m SIDE OF VANE ARM, BETWEEN THE ARM AND STREAM BANK. BACKWATER 4. START AT BANKFULL AND PLACE FOOTER ROCK FIR T
A POOL S SAND THEN HEADER (TOP) ROCK.
5. CONTINUE WITH STRUCTURE, FOLLOWING ANGLE AND SLOPE SPECIFICATIONS. ' 6. AN EXTRA BOULDER CAN BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT.
- 7. USE CLASS B STONE TO FILL GAPS ON UPSTREAM SIDE OF BOULDERS,THEN CLASS A STONE
FLOW IN FRONT OF CLASS B STONE, AND #57 STONE TO FILL GAPS ON UPSTREAM SIDE OF CLASS A STONE.
- 8. AFTER ALL STONE HAS BEEN PLACED FILL IN THE UPSTREAM SIDE OF THE STRUCTURE
° WITH ON-SITE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE HEADER ROCK.
SCOUR i
POOL
2' 6'-8' i
- MIN r ~ SCOUR
3' MIN _ ~ --J 20° TO 30° NO GAPS ~ _ i f POOL i
- ~ BETWEEN
BOULDERS CHANNEL BED CHANNEL B BED NO GAPS 3ED BETWEEN I B
- CLASS A STONE
BOULDERS ` ~ FLOODPLAIN SILL ~i
N0.57 STONE POOLS (EXCAVATED) PER
DIRECTION OF ENGINEER
1' DEPTH =AVERAGE BANKFULL DEPTH x 1.5 TO 2.0
CLASS B STONE ~ FILTER FABRIC FOR DRAINAG 1-2 PLAN VIEW
PLAN VIEW EE PE (S S CS)
~ 5' MINIMUM
# 57 STONE BANKFULL STAGE
~ NOTES FOR ALL VANE STRUCTURES: CLASS B STONE HEADER ROCK
BACKFILL (ON-SITE ALLUVIUM) 1' B~ B
~ 1. BOULDERS MUST BE AT LEAST 4' x 3' x 2'. ~ 2. INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDDLE OF THE HEADER ROCKS AND SECTION A - A 1'
~ EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK, AND THEN UPSTREAM STREAMBE WATER FLOW 0 It7G SIApE
~ TO A MINIMUM OF FIVE FEET. ;t
Z 3. DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS AND PLACE FILL ON {{gyp UPSTREAM SIDE OF VANE ARM, BETWEEN THE ARM AND STREAMBED. STREAM BED
4. START AT BANK AND PLACE FOOTER ROCKS FIRST AND THEN HEADER (TOP) ROCK. ` s ELEVATION CLASS A STONE " r..~•;~.s~,: FOOTER ROCK rs'a'S?'t',TC -
5. CONTINUE WITH STRUCTURE, FOLLOWING ANGLE AND SLOPE SPECIFICATIONS. CHANNEL BED
6. AN EXTRA BOULDER CAN BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT. ~i 7. USE CLASS B STONE TO FILL GAPS ON UPSTREAM SIDE OF BOULDERS,THEN CLASS A STONE FILTER FABRIC 1~
IN FRONT OF CLASS B STONE, AND #57 STONE TO FILL GAPS ON UPSTREAM SIDE OF CLASS A STONE. 1'-2'
8. AFTER ALL STONE HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE STRUCTURE WITH ON-SITE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE HEADER ROCK.
9. START SLOPE AT BANKFULL STAGE. 5' MINIMUM

SECTION A-A' PROFILE VIEW

PROJECT REFERENCE N0. SHEET N0.
m
` IN LE WIN DEFL E T R 169 2-B LIVE T AKI N
N PROJECT ENGINEER
N
A BANKFULL STAGE A' A' 6
113 113 OF BANKFULL F PRELIMINARY PLANS
BOTTOM Fib DO NOT USE FOR CONSTRUCTION
WIDTH OF ST
CHANNEL FS
TOP OF STREAMBANK
HEADER ROCK SECTION A-A' CROSS SECTION tG
FILL WITH P ALLUVIUM AND
COARSE MATERIAL • ' 8000 Regency Parkway Suite 200 ' Cary, Narth Carolina 27511
FROM STREAMBED TOE OF BANK Phone: [phone]
CLASS A STONE 1' HEADER ROCK • E N G I ERIN Fax: [phone] ,ROCK •
~ 1' Q w
• • • • • • • ~ • ~ • • • ~ • • • • BOTTOM OF CHANNEL
A m N A' ~ ~ BACKFILL (ON-SITE ALLUVIUM)
~ O Q w
Br o • . . , . • NOTES:
20° 0 30° FOOTER ROCK WATER DOTER ROCK 1. STAKES SHOULD BE CUT AND INSTALLED ON THE SAME DAY.
FLOW FILTER FABRIC FOR DRAINAGE 1' CROSS-SECTION VIEW OF LIVE STAKING SPECIFICATION 2. DO NOT INSTALL STAKES THAT HAVE BEEN SPLIT. 3. STAKES MUST BE INSTALLED WITH BUDS POINTING UPWARDS.
(SEE SPECS) 1.2. CLASS B STONE NO GAPS VE 4. STAKES SHOULD BE INSTALLED PERPENDICULAR TO BANK.
B BETWEEN 5. STAKES SHOULD BE 112 TO 2 INCHES IN DIAMETER AND 18" TO 30" LONG. 6. STAKES SHOULD BE INSTALLED LEAVING 115 OF STAKE ABOVE GROUND.
ROCKS 5' MINIMUM
BOTTOM WIDTH SECTION B-B' CROSS SECTION
FIRST ROCK
TIED INTO FOOTER STREAMBANK
ROCK
PLAN VIEW
SQUARE CUT TOP
1l2 BANKFULL HEADER ROCK BUDS FACING UPWARD TOP OF STREAM BANK TOP OF STREAMBANK
NOTE: • _ . _ LIVE CUTTING
'3' • •~;I'. . .~7'. 18"-30"LENGTH
BOULDERS MUST BE AT LEAST 4' X 3' X 2'. WATER FLOW 2% TO 4% SLOPE ,N
STREAMBED ' • ' : ; • • ' ; ' ; • • ' ; • ; • • ' • • ' ' • • PLANT STAKES FROM ~ 1. • , ,
ELEVATION TOP OF BANK TO TOE OF BANK
FOOTER ROCK •i'.• ~ • R ROCK TOP OF BANK • • ~I. •I. ~ • • 1• ~ • • '
. • ~ ~ • ~ ~ • ~ ~ • ~ : ANGLE CUT 30 - 45 DEGREES
ARM'A' PROFILE VIEW
NOTE: NO SLOPE FOR ARMS B & C LIVE STAKE DETAIL
PLAN VIEW OF LIVE STAKING SPECIFICATION
H T TRANSPLANT WAD R T R T WAD WITH TRA PLANT N
NTS NTS BR H ATT RE
T IF ROOT WAD DOES NOT COVER ENTIRE BERM (0.5' MAX. HT.) BERMS) NOT TO IF ROOT WAD DOES NOT COVER ENTIRE :NTIRE
BERM 0.5' MAX. HT. BERM N T 0 EXTEND BEYOND LIMITS OF ROOT WADS BANK & CONSTRUCTION IS BETWEEN N EYOND LIMIT F R T BANK & CONSTRUCTION IS BETWEEN :EN STAKES 3 FT STAKE (IYP.)
MID OCTOBER TO MID MARCH, TRANSPLANTS MID OCTOBER TO MID MARCH, WADS. COIR FIBER PROTECT BANK WITH BRUSH LAYER.
PROTECT BANK WITH BRUSH LAYER. FLOOD SEE DETAIL ON SHEET 6) MATTING (SEE DETAIL) ( =R' ON-SITE ALLUVIUM
FLOOD PLAIN PLAIN TOP OF TOP OF 0 BRUSH LAYER
BANKFULL STAGE BANK BANKFULL STAGE BANK
::i:• .:i;"j~;:f.•. •.~::i, :i.•:;:::i.•:;. :i.' .}t:i.': ;K:;i.''.P ~ ::i.':•.5:'i.': •,t:;~;,• •;}t:;;::}~~ BASEFLOW :{~;;~:i':;q"i'•:;i':' ;}t:;:~;~:;;:~;gt;' BASEFLOW :;tt;•:.af:;;;::'; 90 BRANCHES
rfit :~f),t :~l~};:: .~!>t;:; ':::'~~~~y:.: J':.~.,f1i •f~t ),t~::.::; •`4 ~'7f', .4::4':;ti::+.'::~::i.':;.5::4':~ ;f::r.'..;..4':'.S::i.••..•.r.':....r.' .5':i.'::ti:i.'::~::i.': ~ ;};:4:;.}::r.'.;};:i.'; C:;i,•;;t:;•i,• o MIN PER
L:• t: t• •ti• t: '.~•'t: '.~•'S: i• ~ t;.•,..•.• S:• S~. ' Ti.•, a.' b•Y' i.•. f~ f].t':.•. vY , !t T,t': :L:.•i •y' >i';;.'. s;::.•. t•:•. T T j : ~J,: :~f.~t ,w i4 '~s~•ar•~i~yr;f. i'.: `"•::'~r•,;t~.r,•i'~?•:: )',:.ti:!?,.;~.;}!?t;:'.'r J,. .~1,.~ J;:::: ~1.1j::;:~ • BANKFULLELEVATION 3.3 FT.
.L' •:5' ::4': ::4':•.5::4': :.4. :.r. 4: ::~::i,' :}::i: ::R':;.S::i.~ L::i.•::; ::i.': ' r' ..i.. '.5: ::~::i,': :+::i.':'}';'i:::}::r. •:::'::r.•::::::r.•:'. ::r,• t: •t: 't:•i:~t: '~s: 'ti '~~t: 's: •s: •s: 's: 'i•~ 's: •r• •i: 's: BRANCHES ~
:i`s~:'•::i~~';•::' •.{:a. :sE~:t.s..ti:a..+,a.:'+.s.:•.:a.:•::if~':•::i:~':•:.s• :{:a. :a.:~:;s.: .•:.ii': :s.:•::s.':•::s.:•::i":•.:~.•':•::s.:•::ii~:•::s, :•::it.~:•::ii~': OF 1 INCH OR LESS
FOOTER LOG > 12" DIAMETER FOOTER LOG > 12" DIAMETER STREAMBED
INSTALLED BELOW STREAMBED INSTALLED BELOW STREAMBED 12 GUAGE VANIZE GAL D
(OPTIONAL PER DIRECTION OF (OPTIONAL PER DIRECTION OF ENGINEER) ENGINEER) 0 0 ~ ~ IMRE
10-15 FEET LONG 10-15 FEET LONG SECURED
>10"DIAMETER >10"DIAMETER TO STAKES
CROSS SECTION VIEW CROSS SECTION VIEW
FLOW NOTES:
~ 1. CREATE 12"DEEP TRENCH 2. STAKE AND WIRE BRUSH LAYER INTO TRENCH
TRENCHING METHOD: 3. BACK FILL 3" OF ON-SITE ALLUVIUM OVER BRUSH LAYER
IF THE ROOT WAD CANNOT BE DRIVEN INTO THE BANK OR THE DRIVE POINT METHOD: IVING"
BANK NEEDS TO BE RECONSTRUCTED, THE TRENCHING SHARPEN THE END OF THE LOG WITH A CHAINSAW BEFORE "DRIVING" METHOD SHOULD BE USED. THIS METHOD REQUIRES THAT A IT INTO THE BANK. ORIENT ROOT WADS UPSTREAM SO THAT THE iE
TRENCH BE EXCAVATED FOR THE LOG PORTION OF THE ROOT STREAM FLOW MEETS THE ROOT WAD AT A 90-DEGREE ANGLE, CROSS SECTION NT OR PLAN VIEW
WAD. IN THIS CASE, A FOOTER LOG SHOULD BE DEFLECTING THE WATER AWAY-FROM THE BANK. A TRANSPLANT OR INSTALLED UNDERNEATH THE ROOT WAD IN A TRENCH EXCAVATED BOULDER SHOULD BE PLACED ON THE DOWNSTREAM SIDE OF THE THE
PARALLEL TO THE BANK AND WELL BELOW THE STREAMBED. ROOT WAD IF A BACK EDDY IS FORMED BY THE ROOT WAD.
ONE-THIRD OF THE ROOT WAD SHOULD REMAIN BELOW THE BOULDER SHALL BE APPROXIMATELY 2' X 3' X 3'.
NORMAL BASE FLOW CONDITIONS.
C 0 ~0 ~ 2.. ~ 4..
~ ~ Q~~
WOODEN STAKE NOTCHED FOR WIRE OR
~ COVER LOG ROPE WIMIN. 3-FT LENGTH
~o
~ ANCHOR COVER LOG
~ UNDER FOOTER LOGS ~ OR WITH A BOULDER
~ BOULDER.
Z ROOT WAD fAp ROOT WAD N
2-3 FT
TRANSPLANTS OR TYPICAL STAKE
BOULDERS ~ FOOTER LOG FOR
~t TRENCHING METHOD NOTES:
v~ ONLY 1. BOARD FOR STAKE SHOULD BE 2" x 4" x 18"
vx» 2. SAW 2 x 4 TIMBER DIAGONALLY TO PRODUCE 2 DEAD STOUT STAKES DETAIL

PLAN VIEW PLAN VIEW DRIVE POINT METHOD
_

PROJECT REFERENCE N0. SHEET N0.
c~ m
169 2-C
N R K VAP K VAN E PROJECT ENGINEER
N
1l3
BOTTOM WIDTH
OF 2' MIN
CHANNEL 3' MIN PRELIMINARY PLANS
DO NOT USB FOR CONSTRUCTION
FLOW CHANNEL BED CHANNEL
w p BED
BANKFULLSTAGE CLASS A STONE
HEADER ROCK ~ 20° TO 30 J N0.57 STONE
B' B
Y
z WATER FLOW - Q 4% TO 10% SLOPE 1' CLASS B STONE
m FILTE FILTER FABRIC FOR DRAINAG 1-2 8000 Regency Parkway Suite 200
A (SEE STREAM BED (SEE SPECS) Cary, North Carolina 27511 5' MINIMUM Phone: [phone]
ELEVATION FOOTER ROCK E N G I E I N Fax: [phone]
CHANNEL BED
` NOTES FOR ALL VANE STRUCTURES:
- SCOUR POOL PR - OFILE VIEW B B 1. BOULDERS MUST BE AT LEAST 4' x 3' x 2'. SECTION A - A 2. DIG A TRENCH BELOW THE BED F R F TE
0 00 R ROCKS AND PLACE FILL ON UPSTREAM SIDE OF VANE ARM, BETWEEN THE ARM AND STREAMBANK.
3. INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDDLE OF THE HEADER ROCKS AND
NO GAPS SCOUR POOL (EXCAVATED) PER EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK, AND THEN UPSTREAM
BETWEEN DIRECTION OF ENGINEER BOULDERS TO A MINIMUM OF FIVE FEET.
4. START AT 112 - 2l3 BANKFULL AND PLACE FOOTER ROCKS FIRST AND THEN HEADER (TOP) ROCK.
BOTTOM WIDTH 5. CONTINUE WITH STRUCTURE, FOLLOWING ANGLE AND SLOPE SPECIFICATIONS.
7. USE CLASS B STONE TO FILL GAPS ON UPSTREAM SIDE OF BOULDERS,THEN CLASS A STONE IN FRONT OF CLASS B STONE, AND #57 STONE TO FILL GAPS ON UPSTREAM SIDE OF CLASS A STONE.
7. AFTER ALL STONE HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE
STRUCTURE WITH ON-SITE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE HEADER ROCK.
PLAN VIEW
L WEI WEIR
TOP OFSTREAMBANK
~ TRANSPLANTS TRANSPLANTS p
~ ~-FLOW TRANSPLANTS
STREAMBED ~ 1.5 X WBKF
OUR POt~ `SC
~ SCOUR ~ ' ~ ~ ~ • ~ ' ~ ' ~ '
L POOL' NOTES:
~~-..i~ A LOG WEIR HEADER LOG . ' 1. LOGS SHOULD BE AT LEAST 10 INCHES IN DIAMETER, RELATIVELY STRAIGHT,
' . ; ~ OK$ITE QLLUV.I•UM • HARDWOOD, AND RECENTLY HARVESTED.
~ , 2. TOP OF HEADER LOG SHOULD BE SET AT SAME ELEVATION AS THE STREAMBED. ~ HEADER LOG t I ~ 3. USE FILTER FABRIC TO SEAL GAPS BETWEEN LOGS.
A' t 4. PLACE TRANSPLANTS ALONG BANKS TO PROTECT AGAINST r------------ ~
~ FOOTER lOG ~ BANK EROSION.
• FQR DRAINAQE~ • FOOTER LOG
5' 5' '
4' MINIMUM
PLAN VIEW SECTION A-A'
CROSS SECTION VIEW
L VANE ATTL PATH E
TRANSPLANTS
LOG BURIED
IN STREAMBANK AT LEAST 5'
16'
TOP OFSTREAMBANK
~.1 #57 STONE
3 0 FLOW -t ~
- w STREAMBED CLASS A STONE
~ 10010 ~
A°i° TRANSPLANTS
o. o a a ~ e
ti~ ao ~ ~ ~ ~ ~ •po \ VARIES
~i ~ '~~i
o ~ i 1
fPr ~ ~ \ 1 ~ ~
fft ~ ~ ' ~ \
y} ~ \ ~ \
~ 1!3 BKFL WIDTH ~
~ ~ ~ ~ ~ ~ CROSS SECTION VIEW FILTER FABRIC FOR DRAINAGE
~ PROFILE VIEW (SEE SPECS)
~ 2I3 BKFL WIDTH LOG BURIED NOTES: EARTH
BELOW STREAMBED
1. LOGS SHOULD BEAT LEAST 10 IN DIAMETER, RELATIVELY STRAIGHT, HARWOOD, AND RECENTLY HARVESTED.
2. SOIL SHOULD BE COMPACTED WELL AROUND BURIED PORTIONS OF LOG
PLAN VIEW 3. TRANSPLANTS ARE PLACED ALONG THE TOP OF THE BANK OVER NOTES:
THE BURIED LOG VANE TO PROTECT AGAINST EROSION DURING NO' HIGH FLOWS. PLC PLACE 6 INCHES OF #57 STONE ON TOP OF 6 INCHES
cn~ OF OF CLASS A STONE THEN SLOPE BANKS AT A 2:1 SLOPE.

PROJECT REFERENCE N0. SHEET N0.
BARER T PLAN 169 2-D T LANTIN P IFI ATI N P E
N PROJECT ENGINEER
N
PLANTINGS
NOTES: PLANTINGS NOTES: PRELIMINARY PLANS
1. PLANT BARE ROOT SHRUBS AND TREES TO THE WIDTH OF THE DO NOT U3E FOR CONSTRUCTION 1. WHEN PREPARING THE HOLE FOR A POTTED PLANT OR SHRUB
BUFFER AS SHOWN ON THE PLANS. DIG THE HOLE 6 -12 INCHES LARGER THAN THE DIAMETER OF THE
2. ALLOW FOR 6-10 FEET BETWEEN PLANTINGS, DEPENDING ON SIZE. POT AND THE SAME DEPTH AS THE POT.
3. LOOSEN COMPACTED SOIL. 4. PLANT IN HOLES MADE BYA MATTOCK, DIBBLE, PLANTING BAR, 2. REMOVE THE PLANT FROM THE POT. LAY THE PLANT ON ITS SIDE
OR OTHER APPROVED MEANS. IF NECESSARY TO REMOVE THE POT. 3. IF THE PLANT IS ROOTBOUND (ROOTS GROWING IN A SPIRAL
TOP OF STREAMBANK 5. PLANT IN HOLES DEEP AND WIDE ENOUGH TO ALLOW THE ROOTS TOP OF STREAMBANK AROUND THE ROOT BALL), MAKE VERTICAL CUTS WITH A KNIFE
TO SPREAD OUT AND DOWN WITHOUT J-ROOTING. 6. KEEP ROOTS MOIST WHILE DISTRIBUTING OR WAITING TO PLANT OR SPADE JUST DEEP ENOUGH TO CUT THE NET OF ROOTS.
BY MEANS OF WET CANVAS, BURLAP, OR STRAW. ALSO MAKE A CRISS-CROSS CUT ACROSS THE BOTTOM OF THE BALL. 4. PLACE THE PLANT IN THE HOLE.
• • ~ • • ~ ' 7. HEEL-IN PLANTS IN MOIST SOIL OR SAWDUST IF NOT PROMPTLY 8000 Regency Parkway Suite 200 5. FILL HALF OF THE HOLE WITH SOIL SAME SOIL REMOVED FOR BACKFILL . ( ) Cary, North Carolina 27511
' ~ ~ ~ ~ PLANTED UPON ARRIVAL TO PROJECT SITE. 6. WATER THE SOIL TO REMOVE AIR POCKETS AND FILL THE REST Phone: [phone]
. ' ENGINEERING ~ Fax: • ~ OF THE HOLE WITH THE REMAINING SOIL. s1s-4ss-54so
. , BOTTOM OF CHANNEL
• ~ • ~ • ~ ~ ~ ~ BOTTOM OF CHANNEL
CROSS SECTION VIEW OF BARE ROOT PLANTING CROSS SECTION VIEW OF CONTAINER PLANTING
P RARY TREAM TEM R IN CLASS B STONE VE N FIE LD FEN E
END POST BRACE POST
6 INCH DIAMETER BY 6 FOOT LONG 6 INCH DIAMETER BY 8 FOOT LONG
• BERM" . ' BERM ,
• ~ ~,1' . ,l 1 STRAIN
I BARB WIRE BRACE WIRE 3 INCHES (TYP.) 10 GAUGE WIRE (2 STRAPS OF
• , 9 GAUGE WIRE)
• ~ 0 ~ ~ ~ , X X
GRADUATED IN SIZE FROM TOP TO BOTTOM
GETTING LARGER IN SIZE TOWARD THE TOP. 481NCHES X X
FILTER FABRIC FOR DRAINAGE ~ ~ • UNDER NATURAL STONE
(SEE SPECIFICATIONS)
X X
NOTES:
1. CONSTRUCT STREAM CROSSING WHEN FLOW IS LOW. 2. HAVE ALL NECESSARY MATERIALS AND EQUIPMENT X X
ON-SITE BEFORE WORK BEGINS.
3. MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS. VARIES 10 GAUGE WIRE 12.5 GAUGE WIRE GROUND LINE
DO NOT EXCAVATE CHANNEL BOTTOM. COMPLETE ONE
SIDE BEFORE STARTING ON THE OTHER SIDE. 4. INSTALL STREAM CROSSING AT RIGHT ANGLE TO THE FLOW. I I
5. GRADE SLOPES TO A 2:1 SLOPE. TRANSPLANT SOD FROM y I J I 1 V
ORIGINAL STREAMBANK ONTO SIDE SLOPES. ~ I 24 INCHES (TYP.)
6. MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION ROAD DOES NOT ENTER EXISTING CHANNEL. ~ i ~
7. A STABILIZED PAD OF CLASS A STONE, 6 INCHES r
THICK, LINED WITH FILTER FABRIC FOR DRAINAGE SHALL
BE USED OVER THE BERM AND ACCESS SLOPES. 8. IDTH OF THE CROSSING SHALL BE SUFFICIENT TO
ACCOMMODATE THE LARGEST VEHICLE CROSSING
THE CHANNEL. NOTE:
9. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP 1. END POSTS SHALL BE INSTALLED
ANGLE ACCORDING TO EQUIPMENT USED. AT A SPACING OF 10-15 FEET.
PERMANENT TF :NT TREA IN M R
PROVIDE SUFFICIENT FILL
TO PREVENT PIPE COLLAPSE
CATTLE CROSSING CONSTRUCTED
WITH 2:1 SIDE SLOPES 16'
- rn
~ COVER FILL MATERIAL N FILL MATERIAL ~ WITH 6 INCHES #57 STONE
i D
~ 8~.1 8' 1 W=2XWBKF 1- T- 4-FLOW
-o i 4
L p D 25' - -
0
s
0
L
~ FILTER FABRIC 2 ROUND
FOR DRAINAGE STREAM 0 CHANNEL CONCRETE PIPES EXISTING 24'
N GROUND
q CROSS SECTION VIEW PLAN VIEW
rn CONSTRUCT CI CONSTRUCT CATTLE WATERING AC6ESS
m WITH 8:1 SIDE a~ ~ 6 INCHES OF CI MATH 6:1 SIDE SLOPES AND LINE WITH 6 INCHES OF CLASS A STONE AND t~57 STONE MIX
vi
o~
Nm
Q1 L
_

PROJECT REFERENCE N0. SHEET N0.
0169 4
c0 N PROJECT ENGINEER
N
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
- _

.t, h
~ ~ ti i. ~ ~ .
I 1 r Csil _ 8000 Regency Parkway Suite 200
I fi. i. `~,I ~ Ir> 1 ~~f..,i . :f Cary, North Carolina 27511
Phone: [phone] ENaINEERIxa Fax:[phone]
4, i

l ~ 1.: GATE
1~ r r t I
~ r ~ ~ T. r~
' ~ .,1"'; ~6 ~ k
't 1 \ _ - --~-X X X X ~--X _~X CE CE CE
t 2}~L / ( ~ i- - ~ RgpMCE _ ..r - - X
' ; , - - _ _ ~ k ~ WOVEN FIELD FENCi OF pISTU X CE FIELD FENCE LIMITS - X-~
~ % ' , ' ~ ~ J~ ~ _ ~ SEE DETAIL SHEET k CF ~ ~ 2-D ~ - - ~~X~ CE ETAII SHEET X _ p
i ~ ~y ~ . - ~-X~- E ~ - - _ . _ ~ . - X ~
ti ~ r - ~ . _ _ X O 00
~ ' . E _t r _ 1
i ~ \ ~ ~ i 4 r ~1 a~i. j _ f!f ~ / _ ~ Vi~ r _ _ ,r ~ - ~
y ~ ~ ~ ~ _ _..-c~ f' k ~ I'BEGIN CQNSTJ4U~~IO UT t ~ _ _ . _ . .
~ ~ _ r f ' ' " /
_ _r ~ - ~ ~ ~ , , ~ - -r,.
~ , - - i ~ ~ r ~ ~
~ ,w , ~ 777~~~ i .fir r. ~ . ~ - \ _ ' ~ : ~ v - ~ - - ~ ~ 17+00 ~ _ m-
_ ~ , ~ rti~ - ~ / 1- ~ - _ - . - - 1 ,Cr:
, ~ - - 1 ~ ! ~ - ° ~ , _ ~ . ~ - : , _ In _
_ - , 1. r r +Q ~ ~ - ~4_ _ ~
~ ~ _ w- w s.
t Sa ~ ~v__ _ , rEM~oRARr ~ ~ C~ ~ -r 1 / 1
~ y - - STREAM ~ ~ ~ ~ ~ ~ ' .~-F' . , - -...,M - - / ~ ~ o
d _ ~ Cti CROSSING k _w - - ~ a, - ~a ~ _ _ N '~1~ ~ CY
y ~ . _ - ~ • • W
CONTROL POINT _ ~ _ . - a_ ~ ~ ~ , ~ _ _ r - ~ =6~~-44:41 4 ~ ~ s. .o .l ,p .1. .r' ..v---iv'dluf'~' ~ J sue..... - . r' .....,f S r' A ~ , .o
I ate. E=1324 441.0 ' - ~q ~ 111 7 i ,t ..._r^' rr'~~' i ? , i ' ~
-_..,xs 1 _ _ ' ' ` ~ ~ ~ ` ELEV.=78.96'® _ wb
d ~ ~.~r _ _ k ~ _ .r _ _ .e.~-- CE f ~1
t _ , r. ~ i X
~ _ , _ _ _ , i ~ ~
~ ~ _ CE r 1., ~ ~a~ i ~
~ ~ ~ ~ \ ~f CE -~X _ -
I~ ~ ~ ~ ~ ~ F i ~~X _ - - CE X
mi ~ ~ d ! Sa~ fit" ~ ~ _~X -
i K~ ~ ~ ~ k ~ cE X _ _ - E ~ OF
~ CF ~ I! ~ f
X- ~ r , - - ~ ~ .__-X _ _ ~ - - -~'~X. , ~ - X _
-t ~ X - - r CONTROL P INT ' N=687 085. 38'
. \ WOVEN flEL WOVEN fIELQ~I=ENCE E=1,324,384. 19' -
~ SEE DETA SEE DETAfL SHEET 2-D ELEV,=73.117 '
i - - ~ ~ ~
u ~ f
- - ~ l - - 1 ~ r'' ~ ~ i _ ~
a n
~ , ~ ~ ~
~ ih f j"~ i - -
~ ' l j ~ _
I
~ .b_ .J j~~~ r J I r
E ,1 /
a / ~
~ l i ~ i
I ~
i
`z "r~ J 1 ~
y ~ .
e . i
~ ~ v

i K m i ~ , / V 1 .e ~ w ~ r 3 T '.t
V
V ^ ~ ~
1 i ~ a'Y`5 W ~ is
, , ~ ~U" _ , 4~
Y ~ L
0 4-
L _
7 0 TRANSPLANTS
N s I ~
L ~0^' 1
W yti. ~ e-'j
m
N
A
SOUTH FORK
C ~ / N
N
30 15 0 30 60
i
~Q' (V~
~.--i N SCALE F
67 L
_

_
PROJECT REFERENCE N0. SHEET N0.
c~ e
0169 6
N PROJECT ENGINEER
N
PRELIMINARY PLANS
DO NOT U9& FOR CONSTRUCTION
8000 Re enc Parkwa Suit 2 g y y e 00 Cary, North Carolina 27511
Phone: [phone] ENaIxEERIxa Fax:[phone]
WOVEN FIELD FENCE
SEE DETAIL SHEET 2 D
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BTATB PROJECT RSFBRBNCE NO. 8HBB1' TOTAL N0. EE88T'8
0 0
N0. DATE CHECgED BY APPROVED BY
9 b/15/a JOHN SUTTON YEVIl~T TWEEDY 9/Ol/a JOHN MUTTON YEVIN TWEEDY
STD.' DESCRIPTION SYMBOL
REFORESTATION ~~~~c
1630.03 TEMPORARY SILT DITCH
1630.05 TEMPORARY DIVERSION ~ ~ 7 BEGIN CONSTRUCTION
1605.01 TEMPORARY SII.T FENCE
1606.01 SPECIAL SEDIlI~IENT CONTROL FENCE 7
1622.01 TEMPORARY BERMS AND SLOPE DRAINS
1630.01 RISER BASIN
1630.02 SILT BASIN TYPE B ~ h
1633.01 TEMPORARY ROCK SII.T CHECK TYPE'A . Z , y
1633.02 TEMPORARY ROCK SILT CHECK TYPE-B ~ • • EC-6 ; .
1634.01 TEMPORARY ROCK SEDIlNENT DAM TYPE-A . .
1b34.02 TEMPORARY ROCK SEDIMENT DAM TYPE-B
1635.01 ROCK PIPE INLET SEDIMENT TRAP TYPE'A . . ~
1635.02 ROCK PIPE INLET SEDIMENT TRAP TYPE'B ; . ~ ~ ,
BEG1N CONSTRUCTION ~ ti. ; l ~ ;
1636.01 ROCK SII,T SCREEN . .
1630.04 STILLING BASIN • •
ROCK INLET SEDIlVIEN'f TRAP: J%'~r ;
1632.01 TYPE A A ..pR...A . .
. j I W
1632.02 TYPE B B --pR---B y ~ 1 f 1 1 n 1
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1632.03 TYPE C C OR C , . . ~ .
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END CONSTRUCTION UT5 5T
4S ' A 8735 '
N~ BEGIN CONSTRUCTION M2 STA NAD 83 x•87.35 f . , . ,
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NSTRUCTION UT1A STA 313621
BEGIN CONSTRUC
- ,
.

RAPHIC SCALES G PRO E T T PREPARED • IN THE OFFICE F o. PRO ECT EN GINEER
TTY FOLLOWING ROAD )WING ROADWAY ENGLISH STANDARDS AS THEY APPEAR IN THE "ROADWAY STANDARD 8000 Regency Parkway, Suite 200
THIS PRO DRAWINGS" -ROADWAY 50 25 0 50 100 JECT CONTAINS ' -ROADWAY UNIT - N.C. DEPARTMENT OF TRANSPORTATION -RALEIGH, N.C. Cary, North Carolina 27511 Phone:[phone]
DATED JANUARY 20, 200. ~IJARY 20, 2002 AND THE LATEST REVISION THERETO ARE APPLICABLE TO THIS 18 N G I N Z S NI N G Fax: [phone] ,ND BY REFERENCE HEREBY ARE CONSIDERID A PART OF THESE PLANS
EROSION CONTROL PLANS PROJECT' AND BY REFEI
FOR ALL PHASES OF PLANS
CONSTRUCTION. KEVIN L. TWEEDY PE
1605.01 Temporf Temporary Silt Fence PRO CT ENGINEER PRELIMINA Y PL
JE R ANS
1633.01 Temporf Temporary Rock Silt Check Type - A m NOT U9E FOR CONSTRUCTION
1b36.01 Rock Sil Rock Silt Screen
TAL DI T RBE = A TO S U D AREA 68 Gres LETTING IblTE: JOHN MUTTON
PROJECT MANAGER
P.E. SIGNATURE:

PROJECT REFERENCE N0. SHEET N0.
I LT H K 169 EC-2
` N NTR L MATTI N ER I N PROJECT ENGINEER
N
FLOW
THE WOOD STAKE SHALL BE THE NORTH AMERICAN z z
GREEN ECO-STAKE OR APPROVED EQUAL WITH THE FOLLOWING DIMENSIONS: m m
PLACE COIR FIBER MATTING IN 6 INCH DEEP LEG LENGTH 11.00 IN 27.94 CM Q Q PRELIMINA Y PLAN R S ~ ~ DO NOT U9S FOR CONSTRUCTION
TRENCH, STAKE, BACKFILL, AND COMPACT HEAD WIDTH 1.25 IN 3.18 CM F t-
HEAD THICKNESS 0.40 IN 1.02 CM ~ CONSTRUCTION AREA UPSTREAM ~
TOP OF STREAMBANK LEG WIDTH 0.60 IN 1.52 CM TAPERED TO POIN SIN
LEG THICKNESS 0.40 IN 1.02 CM
TOTAL LENGTH 12.00 IN 30.48 CM / \ CLASS A STONE
STILLING BASIN 1
(2 FT. MAX DEPTH)
TOE OF SLOPE 8000 Regency Parkway Suite 200 / /
` - - FILTER FABRIC Cary, North Carolina 27511
. • ~ . ' • . ' ~ . ' . . ' , PLACE COIR FIBER MATTING IN 6 INCH DEEP FOR DRAINAGE ~ Phane: 919-463-5486 ENCiINEERINCi Fax: [phone]
• ~ • , TRENCH STAKE, BACKFILL, AND COMPACT
" ~ NOTES:
' ~ ~ ~ • . 1. BANKS SHOULD BE SEEDED PRIOR TO • ~ BOTTOM OF CHANNEL
. ' ' ~ ~ , • PLACEMENT OF MATTING. - : ' , ; ' • ; ' • ; ' , : ' , ~ ' , ~ ' , ~ ' , ~ ' , ~ ' , ' , ' , ' , • ' , • ' , • ' , ~ 2. PLACE COIR FIBER MATTING ACCORDING TO
• : ; . ; • ; • , • ; ; ; ; . ; , ; MANUFACTURER RECOMMENDATIONS.
• ; , ; , ; • ; , ; , ; . ; . ; , ; • ; . ; . ; . ; 3. MATTING STAKES SHOULD BE PLACED BOULDERS EXISTING CHANNEL
IN A DIAMOND SHAPED PATTERN.
PLAN VIEW
CROSS SECTION VIEW
2'
1'
FLOW -t
DITCH DITCH 2 2
1 1 / 1 i 1 1 1 1 1 1 TOP OF STREAMBANK 1 1 112 BANKFULL
TOP OF MAXIMUM DEPTH
--1 1 1 1 1 1 1 1 1 1 1 STREAMBANK STAKES -
1 1 1 i 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1
CLASS A STONE
1 1 1 1 1 i i 1 1 1 i 1 COIR FIBER MATTING TO BE EXTENDED TO FILTER FABRIC
1 1 1 1 1 1 1 1 1 1 1 1 TOE OF SLOPE FOR DRAINAGE
1 / 1 i 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1
CROSS SECTION
PLAN VIEW TYPICAL MATTING STAKE E NOTES:
CLEAN OUT STILLING BASIN OF TRAPPED SEDIMENT PRIOR TO REMOVAL.
RARY RAVEL R T TEMP N T I E N ENTRAN E RAR D EAM C ING W/ F L ME P IPE
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J 0 BERM' ' 0 r~ • • ¢ERM , 1. CONSTRUCT STREAM CROSSING WHEN FLOW IS LOW. • ~ ~ 1' .1' 2. HAVE ALL NECESSARY MATERIALS AND EQUIPMENT
N • , ~ , ~ ~ ~ ON-SITE BEFORE WORK BEGINS.
L NOTES: • • ~ ' • • ' • • ' ~ ~ 4 3. MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS.
~ 1. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS SHALL BE PROVIDED. DO NOT EXCAVATE CHANNEL BOTTOM. COMPLETE ONE ;PROVIDED. : SIDE BEFORE STARTING ON THE OTHER SIDE.
~ 2. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR UTILIZATION BY ALL . ; • . ; • . ; • , ; • . ; • . ; • , ; • . • , ; ~ , ; ~ 4. INSTALL STREAM CROSSING AT RIGHT ANGLE TO THE FLOW.
N CONSTRUCTION VEHICLES. . 5. TRANSPLANT SOD FROM ORIGINAL STREAMBANK ONTO
~ 3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT ~ FLOW OF MUD ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE DIRE T ~ ~ ~ ~ ~ SIDE SLOPES. C . ~ , ~ . , • . • • . ~ . • . • • •FILTER FAB~tIC FOR D~tAf NAGE 6. MAINTAIN CROSSING SO THAT RUNOFF IN THE BE • ' ' ~ • • ' • ' ' ' ' • ' ' • ' ' , ' ' UNDERNEIITH.STONE ' ' CONSTRUCTION ROAD DOES NOT ENTER EXISTING CHA
~ NECESSARY. i . ~ NNEL. ' ~ILTEF; FI1BRfC FOR• DRAINAGE ' ~ ' ~ ' ~ ' • • • ~ ' ' , ' • ' , ~ ' , 7. A STABILIZED PAD OF CLASS A! CLASS B STONE, 6 INCHES
~ 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED UP IMMEDIATELY. DIATELY. ~ . • UNDERNEATH STONE . ~ ~ . ~ . ~ . . , 8 PVC SCN~DUL,~ 80 THICK, LINED WITH TYPE 2 FILTER FABRIC SHALL BE
~ 5. GRAVEL CONSTRUCTION ENTRANCE SHALL BE LOCATED AT ALL POINTS OF INGRESS AND N EGRESS UNTIL SITE STABILIZED. FREQUENT CHECK OF THE DEVICE AND TIMELY INGRESS AND ' ' . ' ' . ' ' . ' ' ' ' . ' ' . ' ' . ' ' , ' A~ . ~ • • (bR•APpROVED EQUAL) ' : • • ~ • ~ • USED OVER THE BERM AND ACCESS SLOPES. uIELY ' ' ' • ' ' ' ' ' ' ' ' ' ' ' ~ ' ' ~ 8. WIDTH OF THE CROSSING SHALL BE SUFFICIENT TO
o MAINTENANCE MUST BE PROVIDED. , , . , , , , • • , , • ACCOMMODATE THE LARGEST VEHICLE CROSSING THE CHANNEL.
6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO BE DETERMINED BY THE 9. CONTRACTOR SHALL DETERMINE AN APPROPRIATE .D BY THE RAMP ANGLE ACCORDING TO EQUIPMENT USED.
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6000 Regency Parkway Suite 200
Cary, North Carolina 27511 Phone: [phone]
ENO~INE>~RINCi Fax: [phone]
SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND
1. INSTALL SPECIAL STILLING BASINS AT THE DOWNSTREAM
END OF THE DESIGNATED PROJECT WORKING AREA.
2. THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP AND THE TEMPORARY FLEXIBLE
HOSE THAT WILL CONVEY THE BASE FLOW FROM UPSTREAM OF THE
WORK SITE TO THE SPECIAL STILLING BASIN OR STABILIZED OUTLET.
SPECIAL STILLING BASIN 3. INSTALL UPSTREAM SILT CHECK AND BEGIN
SEE PROJECT SPECIAL STILLING BASIN PECIAL PROVISIONS) PUMPING OPERATIONS FOR STREAM DIVERSION.
(SEE PROJECT SPECIAL 4. INSTALL THE DOWNSTREAM SILT CHECK AND PUMPING APPARATUS IF NEEDED TO DEWATER THE ENTRAPPED AREA. THE PUMP AND HOSE FOR THIS PURPOSE
PROVISIONS OR SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA.
STABILIZED OUTLET) THIS WATER WILL FLOW INTO A SPECIAL STILLING BASIN.
5. THE CONTRACTOR WILL PERFORM STREAM RESTORATION WORK IN ACCORDANCE WITH THE PLAN
DEWATERING AND FOLLOWING THE GENERAL CONSTRUCTION SEQUENCE.
PUMP 6. THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE
REMOVAL OF THE SILT CHECK. REMOVE SILT CHECKS, PUMPS, AND
TEMPORARY FLEXIBLE HOSE STARTING WITH THE DOWNSTREAM DIKE FIRST.
7. THE CONTRACTOR WILL COMPLETE ALL GRADING AND STABILIZATION IN ONE DAY
WITHIN THE PUMP AROUND AREA BETWEEN THE SILT CHECKS.
I COMPLETED REMOVE THE STILLING BASINS 8.ONCE THE WORKING AREAS ,
SILT CHECK AND STABILIZE DISTURBED AREAS WITH SEED AND MULCH.
NOTES:
TEMPORARY 1. EXCAVATION SHALL BE PERFORMED IN
FLEXIBLE HOSE ONLY DRY SECTIONS OF CHANNEL.
2. SILT CHECKS SHOULD BE
USED TO ISOLATE WORK AREAS
EXISTING FROM STREAM FLOW.
CHANNEL 3. THE CONTRACTOR SHALL NOT DISTURB
MORE AREA THAN CAN BE STABILIZED
IN ONE WORKING DAY. 4. THE PUMP-AROUND PUMP SHOULD
ADEQUATELY CONVEY
O 0.1 CFS (45 GALLONS PER MINUTE).
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SPECIAL STILLING BASIN
SILT CHECK EXISTING GROUND
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N VEGETAT 10~
=GETAT ION SELECT ION PROVIDED BARE ROOT PLANT 1NG
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