20141328 Ver 1_Full_Size_Final_Mitigation_20150311

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VICINITY MAP
INDEX OF SHEETS
1 . . . . . . TITLE SHEET
1 -A - - - - - - STREAM CONVENTIONAL SYMBOLS
GENERAL NOTES
STANDARD SPECIFICATIONS
VEGETATION SELECTION
1 -B - - - - -- CONVENTIONAL SYMBOLS
2 - 2 -E - - - - -- DETAILS
3 - - - - -- GENERAL CONSTRUCTION SEQUENCE
4 - 16 -..... PLAN VIEW
17-21 . . . . . . PROFILES
22-27 ...... REVEGETATION PLAN
EC1 - EC8 - - - - -- EROSION & SEDIMENTATION CONTROL PLAN
NOR TH CAROLINA
ECOSYSTEM ENHANCEMENT PROGRAM
LOCATION.
TYPE OF WORK:
WAKE CO UNTY
1.5 MILES SOUTHWEST OF THE COMMUNITY OF NEW HILL
STREAM RESTORATION AND ENHANCEMENT
STATE
BAKER PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
NC
135794
1
NCEEP ID No. 96074
J 1 H. I VT I V.VV
GRAPHIC SCALES STREAM LENGTH SUMMARY PREPARED FOR THE OFFICE OF: PREPARED IN THE OFFICE OF: PROJECT ENGINEER
Michael Baker Engineering Inc.
REACH NAME EXISTING LENGTH (LF) PROPOSED LENGTH (LF) Michael cry, NORTH CAROLINA 275680
Phone: [phone]
Fax: [phone]
20 0 20 40 REACH 1 397 266 I N T E R N A T I O N A L License #: F -1084
REACH 2 1,995 1,089 NCDENR "t-0� CARpj�.,
PLANS REACH 3 1,067 1,231 ECOSYSTEM ENHANCEMENT PROGRAM
?:�oFESSi�ti9,9
REACH 4 1,197 1,201 1652 MAIL SERVICE CENTER WILLIAM SCOTT HUNT = SEAL "
20 0 20 40 , III, PE
- 2 967
REACH 5 1,022 1,828 RALEIGH NC 27699 -1652 PROJECT ENGINEER %ly ®lrr'
REACH 6 1,828 1,808 a el
PROFILE HORIZONTAL LETTING DATE: s T1
REACH 7 646 646
CHRIS ROESSLER
4 0 4 8 REACH TI 242 253 PROJECT MANAGER
REACH T2 171 158 CONTACT. JEFF SCHAFFER
PROJECT MANAGER PE
PROFILE (VERTICAL) TOTAL 8,565 8,480 1 SIGNATURE.

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STREAM ��VENTIONAL SYMBOLS
SUPERCEDES SHEET I-B
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ROCK J -HOOK
12%
ROCK VANE
Betula nigra
OUTLET PROTECTION
9%
ROCK CROSS VANE
LOG WEIR
GRADE CONTROL LOG JAM
LOG CROSS VANE
\\ LOG ROLLER
���oo CONSTRUCTED RIFFLE
BOULDER CLUSTER
ROCK STEP POOL
LOG STEP POOL
OVERNAL POOL
—Ds —SAFETY FENCE
—TF TAPE FENCE
FP 100 YEAR FLOOD PLAIN
cE CONSERVATION EASEMENT
- - -- 435 - - -- EXISTING MAJOR CONTOUR
---- - - - - -- EXISTING MINOR CONTOUR
- ------ -- - -- --- LIMITS OF DISTURBANCE
PROPERTY LINE
® FOOT BRIDGE
L _-J TEMPORARY STREAM CROSSING
PERMANENT FORD STREAM CROSSING
TRANSPLANTED VEGETATION
TREE REMOVAL
* TREE " PROTECTION
DITCH PLUG/CHANNEL BLOCI
CHANNEL FILL
BRUSH MATTRESS
• •
"NOTE: ALL ITEMS ABOVE MAY NOT BE USED ON THIS PROJECT
1. THE CONTRACTOR IS REQUIRED TO INSTALL IN- STREAM STRUCTURES USING
A TRACK HOE WITH A HYDRAULIC THUMB OF SUFFICIENT SIZE TO PLACE
BOULDERS (3'x2'x2'), LOGS AND ROOTWADS.
2. WORK IS BEING PERFORMED AS AN ENVIRONMENTAL RESTORATION PLAN.
THE CONTRACTOR SHOULD MAKE ALL REASONABLE EFFORTS TO REDUCE
SEDIMENT LOSS AND MINIMIZE DISTURBANCE OF THE SITE WHILE
PERFORMING THE CONSTRUCTION WORK.
3. CONSTRUCTION IS SCHEDULED TO BEGIN SPRING OF 2015.
4. CONTRACTOR SHOULD CALL NORTH CAROLINA "ONE- CALL" BEFORE
EXCAVATION STARTS. (1- 800 - 632 -4949)
5. ENGINEER WILL FLAG TREES TO BE SAVED PRIOR TO CONSTRUCTION.
6 " I' M1 \ 11) ,11 I'� 11 l" I ( I I
PROJECT REFERENCE NO. SHEET NO.
135794 1 1 -A
PROJECT ENGINEER
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22967
SCOTI
DATE:
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Michael Baker Engineering Inc.
Michael - 8000 Regency Parkway, Suite 600
- Cary, NORTH CAROLINA 27518
Phone: [phone]
1 N T E R N A T 1 0 N A L ce se #: F310840
NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
MARCH 2009 (REV 20 13)
Proposed Bare -Root and Live Stake Species
Thomas Creek Restoration Project Stream Mitigation Plan - NCEEP Project No. 96074
Fraxinus pennsylvanica
DOUBLE DROP ROCK CROSS VANE
12%
SINGLE WING DEFLECTOR
Betula nigra
River Birch
9%
DOUBLE WING DEFLECTOR
Liriodendron tulipifera
TEMPORARY SILT CHECK
9%
ROOT WAD
®
LOG J -HOOK
a ®
GRADE CONTROL LOG J -HOOK
0
Swamp Chestnut Oak
9%
LOG VANE
LOG WEIR
GRADE CONTROL LOG JAM
LOG CROSS VANE
\\ LOG ROLLER
���oo CONSTRUCTED RIFFLE
BOULDER CLUSTER
ROCK STEP POOL
LOG STEP POOL
OVERNAL POOL
—Ds —SAFETY FENCE
—TF TAPE FENCE
FP 100 YEAR FLOOD PLAIN
cE CONSERVATION EASEMENT
- - -- 435 - - -- EXISTING MAJOR CONTOUR
---- - - - - -- EXISTING MINOR CONTOUR
- ------ -- - -- --- LIMITS OF DISTURBANCE
PROPERTY LINE
® FOOT BRIDGE
L _-J TEMPORARY STREAM CROSSING
PERMANENT FORD STREAM CROSSING
TRANSPLANTED VEGETATION
TREE REMOVAL
* TREE " PROTECTION
DITCH PLUG/CHANNEL BLOCI
CHANNEL FILL
BRUSH MATTRESS
• •
"NOTE: ALL ITEMS ABOVE MAY NOT BE USED ON THIS PROJECT
1. THE CONTRACTOR IS REQUIRED TO INSTALL IN- STREAM STRUCTURES USING
A TRACK HOE WITH A HYDRAULIC THUMB OF SUFFICIENT SIZE TO PLACE
BOULDERS (3'x2'x2'), LOGS AND ROOTWADS.
2. WORK IS BEING PERFORMED AS AN ENVIRONMENTAL RESTORATION PLAN.
THE CONTRACTOR SHOULD MAKE ALL REASONABLE EFFORTS TO REDUCE
SEDIMENT LOSS AND MINIMIZE DISTURBANCE OF THE SITE WHILE
PERFORMING THE CONSTRUCTION WORK.
3. CONSTRUCTION IS SCHEDULED TO BEGIN SPRING OF 2015.
4. CONTRACTOR SHOULD CALL NORTH CAROLINA "ONE- CALL" BEFORE
EXCAVATION STARTS. (1- 800 - 632 -4949)
5. ENGINEER WILL FLAG TREES TO BE SAVED PRIOR TO CONSTRUCTION.
6 " I' M1 \ 11) ,11 I'� 11 l" I ( I I
PROJECT REFERENCE NO. SHEET NO.
135794 1 1 -A
PROJECT ENGINEER
I
I
I
CARO ��O
's, I
;��� SEAL APPROVED BY:
22967
SCOTI
DATE:
I
I
Michael Baker Engineering Inc.
Michael - 8000 Regency Parkway, Suite 600
- Cary, NORTH CAROLINA 27518
Phone: [phone]
1 N T E R N A T 1 0 N A L ce se #: F310840
NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
MARCH 2009 (REV 20 13)
Proposed Bare -Root and Live Stake Species
Thomas Creek Restoration Project Stream Mitigation Plan - NCEEP Project No. 96074
Fraxinus pennsylvanica
Green Ash
12%
FACW
Betula nigra
River Birch
9%
FACW
Liriodendron tulipifera
Tulip Poplar
9%
FAC
Quercus pagoda
Cherrybark Oak
6%
FACW
Quercus michauxii
Swamp Chestnut Oak
9%
FACW -
Diospyros virginiana
Persimmon
6%
FAC
Platanus occidentalis
American Svcamore
9%
FACW-
Carpinus caroliniana
American Hornbeam
15%
FAC
Viburnum dentatum
Arrowwood Viburnum
15%
FAC
Asimina triloba
PawPaw
10%
FAC
6.05 TREE PROTECTION
6.06 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
6.24 RIPARIAN AREA SEEDING
6.60 TEMPORARY SEDIMENT TRAP
6.62 TEMPORARY SILT FENCE
6.63 TEMPORARY ROCK DAM
6.70 TEMPORARY STREAM CROSSING
Proposed Permanent Seed Mixture
Thomas Creek Restoration Project Stream Mitigation Plan - NCEEP Project No. 96074
Andropogon gerardu
Rpar><an Live > Stake plantings `
10%
Salix nigra
Black Willow
10%
OBL
Sambucus canadensis
Elderberry
20%
FACW -
Salix sericea
Silky Willow
30%
OBL
Cornus amomum
Silky Dogwood
40%
FACW+
6.05 TREE PROTECTION
6.06 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
6.24 RIPARIAN AREA SEEDING
6.60 TEMPORARY SEDIMENT TRAP
6.62 TEMPORARY SILT FENCE
6.63 TEMPORARY ROCK DAM
6.70 TEMPORARY STREAM CROSSING
Proposed Permanent Seed Mixture
Thomas Creek Restoration Project Stream Mitigation Plan - NCEEP Project No. 96074
Andropogon gerardu
Big blue stem
10%
1.5
FAC
Dichanthelium clandestinum
Deer tongue
15%
1.5
FACW
Carex crinata
Fringed sedge
10%
2.25
FACW+
Elymus virginicus
Virginia wild rye
15%
1.5
FAC
Juncus effusus
Soft rush
10%
2.25
FACW+
Panicum virgatum
Switchgrass
15%
1.5
FAC+
Schizachyrium scoparium
Little blue stem
15%
0.75
FACU
Sorghastrum nutans
Indiangrass
10%
0.75
FACU
Total
100%
15
NCEEP ID No. 96074

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*S.U.E = SUBSURFACE UTILITY ENGINEER
BOUNDARIES AND PROPERTY
State Line ---- -----
County Line - -- - - --
Township Line -- --
City Line - -
Reservation Line
Property Line
Existing Iron Pin O
Property Corner —
El
Property Monument ECM
Parcel /Sequence Number @
Existing Fence Line —x x x—
Proposed Woven Wire Fence
Proposed Chain Link Fence ED
Proposed Barbed Wire Fence -
Existing Wetland Boundary - - - -WLB- - - -
Proposed Wetland Boundary WLB
Existing Endangered Animal Boundary EAB
Existing Endangered Plant Boundary EPB
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap
o
Proposed Temporary Drainage Easement — —TDE
S
Sign
PDE
W
W
Well
Small Mine
X
Foundation
0
Area Outline
Cemetery
t
Building
T
Existing Curb
School
Proposed Slope Stakes Cut - -
Church
P d SI St k F'll - --
HYDROLOGY.•
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
Flow Arrow
Disappearing Stream
Cr%rinr4
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
is
BZ 1
BZ 2 —
-- --
F— FLOW
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL SYMBOLS
RAILROADS:
Standard Gauge " " " "
CSX TRANSPORTATION
RR Signal Milepost o
g p MILEPOST 35
Switch
SWITCH
RR Abandoned -i-
RR Dismantled -- - - - - --
RIGHT OF WAY.-
Baseline Control Point
Existing Right of Way Marker A
Existing Right of Way Line -
Proposed Right of Way Line R
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with R
Concrete or Granite Marker
Existing Control of Access a\A;1
Proposed Control of Access
Existing Easement Line E
Proposed Temporary Construction Easement -
E
Proposed Temporary Drainage Easement — —TDE
♦-
Proposed Permanent Drainage Easement
PDE
Proposed Permanent Utility Easement
PUE
Proposed Temporary Utility Easement
TUE
Proposed Permanent Easement with
0
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES:
HH
Existing Edge of Pavement
T
Existing Curb
—
Proposed Slope Stakes Cut - -
- C - - -
P d SI St k F'll - --
F - --
ropose ope a es i
,Proposed Wheel Chair Ramp (KR)
Existing Metal Guardrail T T
Proposed Guardrail T T T
Existing Cable Guiderail n n
Proposed Cable Guiderail n n
Equality Symbol
Pavement Removal
VEGETATION.-
Single Tree �2?
Single Shrub 0
Hedge
Woods Line
Orchard
Vineyard Vineyard
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES.-
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H -Frame Pole
Recorded U/G Power Line
Designated U/G Power Line (S.U.E. *)
l CONC
) CONC WW
/*� CONC HW
CB
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4-
H"
9
-- - -P - - - -
TELEPHONE:
Existing Telephone Pole
♦-
Proposed Telephone Pole
-O-
Telephone Manhole
O
Telephone Booth
Telephone Pedestal
Telephone Cell Tower
U/G Telephone Cable Hand Hole
HH
Recorded U/G Telephone Cable
T
Designated U/G Telephone Cable (S.U.E. *) - -
- - -T- - - -
Recorded U/G Telephone Conduit
TG
Designated LIAG Telephone Conduit (S.U.E. *y -
- - -TC- - - -
Recorded LYG Fiber Optics Cable
T FO
Designated U/G Fiber Optics Cable (S.U.E.* - -
- - -T FO- - -
R
SEAL
22967
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WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
Recorded U/G Water Line
Designated U/G Water Line (S.U.E.
Above Ground Water Line
9
0
W
- -W — — — -
A/C Water
TV:
TV Satellite Dish C�
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
Recorded U/G TV Cable TV
Designated U/G TV Cable (S.U.E. *) - - - —TV— - - -
Recorded LYG Fiber Optic Cable TV FO
Designated U/G Fiber Optic Cable (S.U.E. *}- - - - —TV FO- - -
GAS:
Gas Valve
Gas Meter
Recorded U/G Gas Line
Designated U/G Gas Line (S.U.E. *)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E. *) —
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
U/G Tank; Water, Gas, Oil
A/G Tank; Water, Gas, Oil
U/G Test Hole (S.U.E. *)
Abandoned According to Utility Records
End of Information
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A/G Gas
A/C Sanitary Sewer
FSS
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AATU R
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ROOT WADS
ROOT WADS WITHOUT TRANSPLANTS
USE IF TRANSPLANTS ARE NOT AVAILABLE ON -SITE
COIR FIBER MATTING
(SEE SPECIFICATIONS AND SHEET 2 -A)
FLOOD PLAIN BERM (0.5' MAX. HT) BERM(S) TOP OF BANK
7 NOT TO EXTEND BEYOND
LIMITS OF ROOT WADS.
BANKFULL STAGE
COVER LOG
(6 " -8" DIA.)
ROOT WADS WITH TRANSPLANTS
USE IF TRANSPLANTS ARE AVAILABLE ON -SITE
TRANSPLANTS
(SEE SHEET 2 -A) TRANSPLANTS NOT TO
FLOOD PLAIN EXTEND BEYOND TRUNK TOP OF BANK
OF ROOT WADS.
COVER LOG (6" - 8" DIA.)
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Wb
Wbkf mom
Wb
RIFFLE
Wbkf
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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 FOR MEANDER CHANNELS.
0
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THE
PLAN VIEW
DVER LOG
" - 8" DIA.)
_.
NOTES:
1. INSTALLATION USING THE TRENCHING METHOD REQUIRES THAT A
TRENCH BE EXCAVATED FOR THE LOG PORTION OF THE ROOT WAD.
ONE -THIRD OF THE ROOT WAD SHOULD REMAIN BELOW NORMAL
BASE FLOW'', CONDITIONS OR CHANNEL BOTTOM.
2. THE NUMBER OF ROOTWADS ESTIMATED MAY VARY DEPENDING ON
THE ROOTMASS SIZE. IN GENERAL, ROOTWADS SHOULD PROTECT THE OUTER
MEANDER BEND AS SHOWN. SEE STRUCTURE TABLE FOR APPROXIMATE
STATION AND LOCATION.
3. INSTALL COVER LOGS BETWEEN ROOTWADS TO PROVIDE HABITAT
ONLY WHEN AVAILABLE FROM ON -SITE HARVESTING.
TYPICAL STRUCTURE PLACEMENT
STRUCTURE NOTES:
1. GENERALLY CONSTRUCTED RIFFLES, ROOT WADS,
LOG VANES AND COIR FIBER MATTING
WILL BE INSTALLED IN THE LOCATION
AND SEQUENCE AS SHOWN.
2. ANY CHANGES TO NUMBER OR LOCATION
OF STRUCTURES DURING CONSTRUCTION
MUST BE APPROVED BY THE DESIGN ENGINEER.
3. COIR FIBER MATTING TO BE INSTALLED ON
ALL RESTORED STREAMBANKS, FLOODPLAIN BENCHING,
AND TERRACE SLOPES AS DESCRIBED IN THE TECHNICAL
SPECIFICATIONS.
BAKER PROJECT REFERENCE NO.
135794
PROJECT ENGINEER
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22967 f
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SHEET
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APPROVED BY:
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DATE:
Michael Baker Engineering Inc.
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8000 Reaencv Parkway. Suite 600
518
1-1 -
TYPICAL RIFFLE. POOL. AND BANKFULL BENCH CROSS - SECTIONS
TOP OF TERRACE
- WVARIES Wbkf
27
D -Ma)
Wb
RIFFLE WITH BANKFULL BENCH
VARIES
TOP OF TERRACE
VARIES -No- Wbkf No od VARIES
'x /
Wb
POOL WITH BANKFULL BENCH
R1
R2 -To
R2- Bottom *
RIFFLE
POOL
RIFFLE
POOL
RIFFLE
POOL
12.5
17.5
9.2
12.0
10.4
13.7
1.1
2.4
0.8
1.7
1.0
1.9
14.0
12.4
14.0
11.6
14.0
11.7
11.2
24.7
6.0
12.5
7.7
16.1
8.2
3.1
6.0
2.7
5.5
3.3
R3
R4
R5
RIFFLE
POOL
RIFFLE
POOL
RIFFLE
POOL
7.0
10.0
6.3
8.5
6.8
9.0
0.7
1.5
0.6
1.1
0.7
13
12.0
11.3
13.0
12.0
13.0
11.5
4.1
8.8
3.1
6.0
3.6
7.1
4.0
1.8
3.9
2.5
3.3
1.9
R6 / R7 *
T1
T2
RIFFLE
POOL
RIFFLE
POOL
RIFFLE
POOL
4.6
6.7
7.0
9.0
3.5
6.0
0.4
1.0
0.7
1.4
0.4
0.8
14.0
11.4
13.0
10.5
12.0
11.8
1.5
4.0
3.8
7.7
1.0
3.0
2.4
1.2
4.4
2.0
2.0
1.6
* USE 2.5:1 RIFFLE SIDE SLOPE
VARIES Wbkf VARIES
\-
7
Wb
STEP - POOL
3�
X
WIDTH OF BANKFULL (Wbkf)
MAXIMUM DEPTH (D -Max)
WIDTH TO DEPTH RATIO (Wbkf / D)
BANKFULL AREA (Abkf
BOTTOM WIDTH (Wb)
WIDTH OF BANKFULL (Wbkf
MAXIMUM DEPTH (D -Max)
WIDTH TO DEPTH RATIO (Wbkf / D)
BANKFULL AREA (Abkf
BOTTOM WIDTH (Wb)
WIDTH OF BANKFULL (Wbkf)
MAXIMUM DEPTH (D -Max)
WIDTH TO DEPTH RATIO (Wbkf/ D)
BANKFULL AREA (Abkf
BOTTOM WIDTH (Wb)

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TOP OF STREAMBANK
LIVE STAKE
TOE OF SLOPE
BOTTOM OF CHANNEL
SECTION A - Al
Kit% 1 I %M OTA VCO r%Ki 0111A1T DAM
LIVE STAKING
TOP OF STREAMBAN
LIVE ST
TOE OF SLOPE
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6' -8' SPACING 2' -3' SPACING
LIVE STAKE SPACING PLAN VIEW
A
TOP OF STREAMBANK
`�► A'
PLAN VIEW
'iUUAKt GU I I UI
BUDS FACING UPWARD
LIVE CUTTING MIN. 1/2" DIA
2'- 3' LENGTH
ANGLE CUT 30 - 45 DEGREES -`
LIVE STAKE DETAIL
1. STAKES SHOULD BE CUT AND INSTALLED ON THE SAME DAY.
2. DO NOT INSTALL STAKES THAT HAVE BEEN SPLIT.
3. STAKES MUST BE INSTALLED WITH BUDS POINTING UPWARDS.
4. STAKES SHOULD BE INSTALLED PERPENDICULAR TO BANK.
5. STAKES SHOULD BE 1/2 TO 2 INCHES IN DIAMETER AND 2 TO 3 FT LONG.
6. STAKES SHOULD BE INSTALLED LEAVING 1/5 OF STAKE ABOVE GROUND.
TRANSPLANTED VEGETATION
/— TRANSPLANTED VEGETATION, ROOTMASS, AND SOIL MATERIAL
CROSS SECTION VIEW
TRANSPLANTED VEGETATION AND ROOTMASS
(5)
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PLAN VIEW
kTERIAL
NOTES:
1. EXCAVATE A HOLE IN THE BANK TO BE STABILIZED THAT WILL
ACCOMMODATE THE SIZE OF TRANSPLANT TO BE PLACED.
BEGIN EXCAVATION AT THE TOE OF THE BANK.
2. EXCAVATE THE ENTIRE ROOT MASS AND AS MUCH ADDITIONAL
SOIL MATERIAL AS POSSIBLE. IF ENTIRE ROOT MASS CAN NOT
BE EXCAVATED AT ONCE, THE TRANSPLANT IS TOO LARGE AND
ANOTHER SHOULD BE SELECTED.
3. PLACE TRANSPLANT IN THE BANK TO BE STABILIZED SO THAT
VEGETATION IS ORIENTATED VERTICALLY.
4. FILL IN ANY HOLES AROUND THE TRANSPLANT AND COMPACT.
5. ANY LOOSE SOIL LEFT IN THE STREAM SHOULD BE REMOVED.
6. WHEN POSSIBLE, PLACE MULTIPLE TRANSPLANTS CLOSE
TOGETHER SUCH THAT THEY TOUCH.
TOP OF BANK
TOE OF BANK
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STONE BACKFILL
HEADER ROCK
FOOTER
1/3
BOTTOM
WIDTH
OF
CHANNEL
PLANTING SPECIFICATIONS
PLANTINGS
CROSS SECTION VIEW OF BARE ROOT PLANTING
NOTES:
1. PLANT BARE ROOT SHRUBS AND TREES TO THE WIDTH OF THE
BUFFER /PLANTING ZONE AS SHOWN ON THE PLANS.
2. ALLOW FOR 6 -10 FEET BETWEEN PLANTINGS, DEPENDING ON SIZE.
3. LOOSEN COMPACTED SOIL.
4. PLANT IN HOLES MADE BY A MATTOCK, DIBBLE, PLANTING BAR, OR
OTHER APPROVED MEANS.
5. PLANT IN HOLES DEEP AND WIDE ENOUGH TO ALLOW THE ROOTS
TO SPREAD OUT AND DOWN WITHOUT J- ROOTING.
6. KEEP ROOTS MOIST WHILE DISTRIBUTING OR WAITING TO PLANT
BY MEANS OF WET CANVAS, BURLAP, OR STRAW.
7. HEEL -IN PLANTS IN MOIST SOIL OR SAWDUST IF NOT PROMPTLY
PLANTED UPON ARRIVAL TO PROJECT SITE.
ROCK VANE
BAKER PROJECT REFERENCE NO.
135794
PROJECT ENGINEER
I
I
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C A R q
,,,,o��ti� k.-
1
� �'FESSIp'':�q�'��
' SEAL -
22967
SHEET
2 -A
D BY:
i
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DATE:
Michael Baker Engineering Inc.
8000 Regency Parkway, Suite 600
Cary, NORTH CAROLINA 27518
Phone: [phone]
Fax: [phone]
N T E R N A TI O N A L License #: F -1084
=L ( EEP ID No. 96074
STREAM BED ELEVATION
BANKFULL-
FLOW
FLOW —�
ooC
0 STONE BACKFILL
GEOTEXTILE FABRIC-
\
NO GAPS BETWEEN ROCKS
4% TO 7% SLOPE
HEADER ROCK
FOOTER ROCK
SCOUR POOL (EXCAVATED)
V
PROFILE VIEW
,SCOUR POOR
SCOUR POOL (EXCAVATED)
PER DIRECTION OF ENGINEER
BOTTOM WIDTH - ►1
PLAN VIEW
NOTES FOR ALL VANE STRUCTURES:
1. INSTALL GEOTEXTILE FABRIC BEGINNING AT THE TOP OF THE HEADER ROCKS AND EXTEND
DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK, AND THEN UPSTREAM TO A
MINIMUM OF TEN FEET.
2. DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS AND PLACE FILL ON UPSTREAM SIDE
OF VANE ARM, BETWEEN THE ARM AND STREAMBANK.
3. START AT BANK AND PLACE FOOTER ROCKS FIRST AND THEN HEADER (TOP) ROCK.
4. CONTINUE WITH STRUCTURE, FOLLOWING ANGLE AND SLOPE SPECIFICATIONS.
5. AN EXTRA ROCK CAN BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT.
6. USE HAND PLACED STONE TO FILL GAPS ON UPSTREAM SIDE OF HEADER AND FOOTER ROCKS.
7. AFTER ALL STONE BACKFILL 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.
8. START SLOPE AT 2/3 TO 1 TIMES THE BANKFULL STAGE.
STONE BACKFILL
GEOTEXTILE FABRIC
1, HEADER ROCK
STREAMBED
1'
1'
10' MINIMUM ►
SECTION A - A
FOOTER ROCK

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BAKER PROJECT REFERENCE NO. SHEET NO.
LOG WEIR
LOG VANE 135794 1 2 -B
PROJECT ENGINEER
I
LOG BURIED
BELOW STREAMBED
I
C A R p1��i�
STONE BACKFILL
TRANSPLANTS TRANSPLANTS
;'Q� 91s: I APPROVED BY:
: SEAL
22967
2/3
BANKFULL
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HEADER LOG eo \o°o \� \oa \000)000
0 �(�00�� o0oc Michael Baker En ineerin Inc.
non o n oni o n o
TOP OF STREAMBANK
`�
. 8000 Regency Parkway, Suite 600
1/3 Michael . y'
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\
At
BANKFULL Phone: 9 9T3.5 548gLINA 27518
FOOTER LOG GEOTEXTILE Fax: [phone]
FABRIC I I N I T E R N A T I O N A L License #: F -1084
POOL
�A LOG WEIR
FLOW
° ° °'
-���
6' MINIMUM NCEEP ID No. 96074
-- - - -- ---- - - - - -- - - -- --
I I
STREAMBED
.
GEOTEXTILE FABRIC SECTION A - A'
- -- - - ------ - - - - -- - - - -- - - -- S
5' A' S LOURP �
%-
.1
HEADER
LOG STONE BACKFILL
iEXCAVATE'
1 POOL ��\
�I
PLAN VIEW
GEOTEXTILE.FABRIC
i ROOTWAD
--
ROOTWAD
FOOTER
LOG
O 5'
TOP OF STREAMBANK
4' MINIMUM
FLOW
TRANSPLANTS
,
LOGS BURIED IN ''�'
STREAMBED
ZZ
SECTION A -A'
STREAMBANK
AT LEAST 5'
INVERT
PLAN VIEW
BOULDER
;-
ELEVATION
NOTES:
HEADER LOG NOTES:
-
1. LOGS SHOULD BE AT LEAST 10" IN DIAMETER, RELATIVELY STRAIGHT,
HARDWOOD, AND RECENTLY HARVESTED. FOOTER LOG
- -- -
-- - - _ 1.
-�' -�� ---� --
LOGS SHOULD BE AT LEAST 12 INCHES IN DIAMETER, RELATIVELY STRAIGHT,
2. BOULDERS MUST BE OF SUFFICIENT SIZE TO ANCHOR LOGS.
3. SOIL SHOULD BE COMPACTED WELL AROUND BURIED PORTIONS OF LOGS. HEADER LOG
- — -'- - - -- - - -�_ = -- - FOOTER LOG
HARDWOOD, AND RECENTLY HARVESTED.
4. ROOTWADS SHOULD BE PLACED BENEATH THE HEADER LOG AND PLACED SO THAT IT LOCKS THE HEADER LOG
2.
LOGS >24 INCHES IN DIAMETER MAY BE USED ALONE WITHOUT AN ADDITIONAL LOG.
INTO THE BANK. SEE ROOTWAD DETAIL.
- - _ - -- - - - - -_ _ -
GEOTEXTILE FABRIC SHOULD STILL BE USED TO SEAL AROUND LOG
5. BOULDER SHOULD BE PLACED ON TOP OF HEADER LOG FOR ANCHORING.
3.
PLACE FOOTER LOGS FIRST AND THEN HEADER (TOP) LOG. SET HEADER LOG
6. GEOTEXTILE FABRIC SHOULD BE NAILED TO THE LOG BELOW THE BACKFILL.
PROFILE VIEW
CROSS SECTION VIEW
APPROXIMATLEY 3 INCHES ABOVE THE INVERT ELEVATION.
7. TRANSPLANTS CAN BE USED INSTEAD OF ROOTWADS, PER DIRECTION
OF ENGINEER.
4.
CUT A NOTCH IN THE HEADER LOG APPROXIMATLEY 50 PERCENT OF THE CHANNEL
BOTTOM WIDTH AND EXTENDING DOWN TO THE INVERT ELEVATION.
5.
USE GEOTEXTILE FABRIC TO SEAL GAPS BETWEEN LOGS.
6.
PLACE TRANSPLANTS FROM TOE OF STREAMBANK TO TOP OF STREAMBANK.
BARB WIRE FIELD FENCE
WOVEN WIRE FIELD FENCE
STEEL FRAME GATES
END POST BRACE POST
6 INCH DIAMETER BY 8 FOOT LONG 6 INCH DIAMETER BY 8 FOOT LONG
END POST BRACE POST
6 INCH DIAMETER BY 8 FOOT LONG 6 INCH DIAMETER BY 8 FOOT LONG
20' AND 10'
iSTRAND
4„ (SEE PLANS FOR SPECIFIC LENGTH)
BARB WIRE BRACE WIRE
10 GAUGE WIRE (2 STRAPS OF
BARB WIRE (TYP.)
9 GAUGE WIRE)
3 INCHES (TYP.)
3 INCHES (TYP.)
X X X X X X X X X X X
X X
w W w `-
w
Qo Qo
GRADUATED IN SIZE
GRADUATED IN SIZE
E �z
§ w j w
48 INCHES X X X X X X X X X X X
FROM TOP TO BOTTOM
48 INCHES X X FROM TOP TO BOTTOM
U) cn
GETTING LARGER IN
GETTING LARGER IN
SIZE TOWARD THE TOP.
SIZE TOWARD THE TOP.
X X X X X X X X X X X
X X
-1 I -
(V I
I I I I ih
I I_J I I I
X X X X X X X X X X X
GROUND LINE
X X
GROUND LINE
L---j
VARIES
VARIES 10 GAUGE WIRE 12.5 GAUGE WIRE
22HES
(TYP.)
\ \ \ \ \ \ \ \ \ I 24 INCHES (TYP.)
NOTES:
NOTE:
NOTE:
1. POST HEIGHT DIMENSION SHALL BE THE SAME
AS REQUIRED FOR THE ADJACENT FENCE.
1. END POSTS SHALL BE INSTALLED AT A SPACING OF 10 -15 FEET.
1. END POSTS SHALL BE INSTALLED AT A SPACING OF 8 FEET BETWEEN POSTS, NOT ON CENTER.
2. CONSTRUCT AN END OR STRESS PANEL, AS
2. DUAL WOODEN POST TURN NEEDED IF CHANGE IN FENCE ANGLE IS >20 DEGREES.
REQUIRED IN THE SPECIFICATION, ON EACH
3. LINE POSTS SPACED LESS THAN 16.5 FEET APART.
SIDE OF GATE.
3. HINGES AND LOCKS SHALL BE INSTALLED
AS SPECIFIED BY GATE MANUFACTURER.

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BANKFULL
12" DIAMETER
OR GREATER
,
,
12" DIAMETER
OR GREATER
,
,
,
' BURY INTO BED /BANK
I 5 FEET OR GREATER
(TYPICAL)
i
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PLAN VIEW
6
BURY INTO BED /BANK
5 FEET OR GREATER
(TYPICAL)
C
END LOG STEP INVERT ELEVATION AND STATION
A
A'
PLAN VIEW
A
ST,gF\
M eFp
LOG STEP POOL
LUN
1' BELOW MAX
POOL DEPTH
GEOTEXTILE FABRIC
(TYPICAL)
SECTION A - A'
BANKFULL
FLOW ►
STREAMBED
FOOTER LOG
NOTES:
1. LOGS WITHOUT ROOT MASS MAY BE USED IF APPROVED BY PROJECT ENGINEER.
BEGIN LOG STEP INVERT ELEVATION AND STATION
STONE BACKFILL
8
PROTECT BANK USING
ROOT WADS
l
PROTECT BANK USING
BOULDERS
BANKFULL
NOTES:
PERMANENT FORD STREAM CROSSING
BAKER PROJECT REFERENCE NO
135794
PROJECT Fwr_Ir iFFR
I
I
i
I
CARp��•,�
SEAL =
_ I
22967
SHEET NO.
2 -C
GEOTEXTILE FABRIC
1/2 TO 2/3 NOTES:
BANKFULL 1. CONSTRUCT STREAM CROSSING WHEN FLOW IS LOW.
2. HAVE ALL NECESSARY MATERIALS AND EQUIPMENT ON -SITE BEFORE WORK BEGINS.
3. MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS. DO NOT EXCAVATE CHANNEL
BOTTOM. COMPLETE ONE SIDE BEFORE STARTING ON THE OTHER SIDE.
4. INSTALL STREAM CROSSING AT RIGHT ANGLE TO THE FLOW.
5. GRADE SLOPES TO A 3:1 SLOPE. TRANSPLANT SOD FROM ORIGINAL STREAMBANK ONTO
SIDE SLOPES.
6. MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION ROAD DOES NOT ENTER
EXISTING CHANNEL.
7. A STABILIZED PAD OF STONE BACKFILL, 6 INCHES THICK, LINED WITH GEOTEXTILE FABRIC.
SHALL BE USED OVER THE BERM AND ACCESS SLOPES.
8. WIDTH OF THE CROSSING SHALL BE SUFFICIENT TO ACCOMMODATE THE LARGEST VEHICLE
CROSSING THE CHANNEL.
9. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE ACCORDING TO EQUIPMENT
UTILIZED.
�OegsEF RIFFLE D -max
° —off/
TOP OF BAP "'
POOL
D -max
BOULDER
POOL TO POOL SPACING VARIES.
SEE STRUCTURE TABLE, LONG PRO
AND PLAN VIEW FOR APPROXIMATE
STATION LOCATION / ELEVATION
- - -_ �`- - -__ - STONE BACKFILL
7 _
- -
GETOTEXTILE FABRIC (TYP.)
SECTION A - A'
1. LOGS SHOULD BE AT LEAST 10" IN DIAMETER, RELATIVELY STRAIGHT, HARDWOOD,
AND RECENTLY HARVESTED AND EXTENDING INTO THE BANK 5' ON EACH SIDE.
2. SOIL SHOULD BE COMPACTED WELL AROUND BURIED PORTIONS OF LOG.
3. NON -WOVEN FILTER FABRIC SHOULD BE NAILED /STAPLED TO THE LOG BELOW THE BACKFILL.
4. BOULDERS SHOULD BE 3' X 2'X 2' AND PLACED ON TOP OF HEADER LOG FOR ANCHORING.
5. LOGS SHOULD BE ANGLED 600 - 70° FROM THE STREAM BANK AND CROSS SLOPES SHOULD NOT EXCEED 2 %.
6. STEP HEIGHTS /DROPS SHALL NOT EXCEED 0.4 FT AND POOL DEPTHS NOT TO EXCEED 1.8 FT.
7. THE NUMBER LOG STEPS MAY VARY BETWEEN BEGIN AND END STATIONING DEPENDING ON
LOG DIAMETER SIZE. SEE LONGITUDINAL PROFILE AND STRUCTURE TABLE FOR STATION AND ELEVATION.
SECTION B - B'
LOG
HEADER LOG TOP OF BANK
(INVERT ELEVATION)
rvv i'ER LOG
-THALWEG/
STREAM BED
POOL WIDTH
BANKFULL
------ - - - - -- ---------------------
_;�_7 BASE FLOW _
POOL
D -Max 3'�
SECTION C - C'
�•''FNG I t4`
STONE BACKFILL
� � ;C0T ��
i DATE:
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o�o 0 0 °0000
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Michael 000 Regency ParkEay�S Engineering 600 Inc.
r— THALWEG
8000°00 °°
BERM. , OOQo �° BERM o
' b�CJJ
- i
Cary, NORTH CAROLINA 27518
0 — _
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0, . 1 ' D0000
6 INCHES THICK OF o o° I "00.
Phone: [phone]
Fax: [phone]
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° CLASS B STONE (TYP.) moo
°U 1 3
INTERNATIONAL License #: F -1084
A'
-I
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0° ° 3.
NCEEP ID No. 96074
o
0 000 °00000° 0 0 °OO 0 00�0 °
GEOTEXTILE FABRIC
1/2 TO 2/3 NOTES:
BANKFULL 1. CONSTRUCT STREAM CROSSING WHEN FLOW IS LOW.
2. HAVE ALL NECESSARY MATERIALS AND EQUIPMENT ON -SITE BEFORE WORK BEGINS.
3. MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS. DO NOT EXCAVATE CHANNEL
BOTTOM. COMPLETE ONE SIDE BEFORE STARTING ON THE OTHER SIDE.
4. INSTALL STREAM CROSSING AT RIGHT ANGLE TO THE FLOW.
5. GRADE SLOPES TO A 3:1 SLOPE. TRANSPLANT SOD FROM ORIGINAL STREAMBANK ONTO
SIDE SLOPES.
6. MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION ROAD DOES NOT ENTER
EXISTING CHANNEL.
7. A STABILIZED PAD OF STONE BACKFILL, 6 INCHES THICK, LINED WITH GEOTEXTILE FABRIC.
SHALL BE USED OVER THE BERM AND ACCESS SLOPES.
8. WIDTH OF THE CROSSING SHALL BE SUFFICIENT TO ACCOMMODATE THE LARGEST VEHICLE
CROSSING THE CHANNEL.
9. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE ACCORDING TO EQUIPMENT
UTILIZED.
�OegsEF RIFFLE D -max
° —off/
TOP OF BAP "'
POOL
D -max
BOULDER
POOL TO POOL SPACING VARIES.
SEE STRUCTURE TABLE, LONG PRO
AND PLAN VIEW FOR APPROXIMATE
STATION LOCATION / ELEVATION
- - -_ �`- - -__ - STONE BACKFILL
7 _
- -
GETOTEXTILE FABRIC (TYP.)
SECTION A - A'
1. LOGS SHOULD BE AT LEAST 10" IN DIAMETER, RELATIVELY STRAIGHT, HARDWOOD,
AND RECENTLY HARVESTED AND EXTENDING INTO THE BANK 5' ON EACH SIDE.
2. SOIL SHOULD BE COMPACTED WELL AROUND BURIED PORTIONS OF LOG.
3. NON -WOVEN FILTER FABRIC SHOULD BE NAILED /STAPLED TO THE LOG BELOW THE BACKFILL.
4. BOULDERS SHOULD BE 3' X 2'X 2' AND PLACED ON TOP OF HEADER LOG FOR ANCHORING.
5. LOGS SHOULD BE ANGLED 600 - 70° FROM THE STREAM BANK AND CROSS SLOPES SHOULD NOT EXCEED 2 %.
6. STEP HEIGHTS /DROPS SHALL NOT EXCEED 0.4 FT AND POOL DEPTHS NOT TO EXCEED 1.8 FT.
7. THE NUMBER LOG STEPS MAY VARY BETWEEN BEGIN AND END STATIONING DEPENDING ON
LOG DIAMETER SIZE. SEE LONGITUDINAL PROFILE AND STRUCTURE TABLE FOR STATION AND ELEVATION.
SECTION B - B'
LOG
HEADER LOG TOP OF BANK
(INVERT ELEVATION)
rvv i'ER LOG
-THALWEG/
STREAM BED
POOL WIDTH
BANKFULL
------ - - - - -- ---------------------
_;�_7 BASE FLOW _
POOL
D -Max 3'�
SECTION C - C'

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CONSTRUCTED RIFFLE
A TOE COIR FIBER
TOP OF BANK MATTING
O
B
16" MIN. THICKNESS
STONE BACKFILL
PLAN VIEW
B'
NOTES:
1. DIG A TRENCH BELOW THE BED FOR THE STONE BACKFILL.
2. FILL TRENCH WITH STONE BACKFILL.
L(
BELOW S'
LEAVE GAPS (OPTIONAL) PER DIREC
OF ENGINEER BETWEEN HEADER RC
NO GAPS BETWEEN FOOTER RC
HEADER RO
FOOTER R
16" MIN. THICKNESS STONE BACKFILL
HEAD OF RIFFLE
TOE
SECTION B - B'
BANKFULL
COIR FIBER MATTING SHOULD BE
PLACED BENEATH STONE BACKFILL
16" MIN. THICKNESS STONE BACKFILL
PROFILE A - A'
GRADE CONTROL LOG J -HOOK VANE
PLAN VIEW
NOTES:
BACKFILL WITH ON -SITE STREAM ALLUVIUM
(IF AVAILABLE), OTHERWISE USE A WELL GRADED
MIX OF CLASS A, CLASS B, AND #57 STONE
OTEXTILE FABRIC
097 ION
"W%_1 vUR1ED IN
STREAMBANK AT LEAST 5'
HEADER LOG
FOOTER LO
SECTION A - Al
TOP OF STREAMBANK
m
r
GEOTEXTILE FABRIC
ROOTWAD
GEOLIFT WITH BRUSH TOE
NOTES:
1. LIVE BRANCH CUTTINGS SHALL BE THE SAME SPECIES AS THE LIVE STAKES
AND SHALL BE INSTALLED DURING VEGETATION DORMANCY.
2. LIVE BRANCH CUTTINGS SHALL BE INSTALLED AT A DENSITY OF 20 -30 CUTTINGS
PER LINEAR FOOT AND A MAXIMUM DIAMETER OF 2.5 INCHES,
3 TOP OF BANK OR BANKFULL VARY IN GENERAL LIFTS SHALL EXTEND TO THE
4. GEOLIFTS TO BE INSTALLED IN CHANNEL SECTIONS ALONG SIDE SLOPES STEEPER
THAN 2:1 AND /OR ADJACENT TO HILL SLOPES.
STAKE TOP LAYER
OF MATTING IN 6" TRENCH
(SEE MATTING DETAIL)
4' (TYPJ
TOP OF BANK / BANKFULL STAGE
BRUSH CAN BE LIMBS, BRANCHES, ROOTS OR ANY OTHER
WOODY VEGETATION APPROVED BY THE ENGINEER.
EROSION CONTROL MATTING
ENCOMPASSES LIFT
LIVE BRANCH CUTTINGS (SEE
PLANTING PLAN FOR SPECIES)
BAKER PROJECT REFERENCE NO. SHEET NO.
135794 1 2 -D
PROJECT ENGINEER
I
I
I
I
C A R
SEAL�9� �. i PROVED BY:
22967
DATE:
I
I
Michael Baker Engineering Inc.
,,•� �, �1'
8000 Regency Parkway, Suite 6
„� _ Cary, NORTH CAROLINA 27518
0
Phone: [phone]
Fax: [phone]
1 N T E R N A T 1 0 N A L L ce se #4 F31084
NCEEP ID No. 96074
WELL GRADED MIX OF CLASS B
AND CLASS A STONE CAN BE
SUBSTITUTED FOR BRUSH MATERIAL
BASEFLOW
FINISHED BED
ELEVATION
NOTES:
1. WHEN GEOLIFTS ARE BUILT ABOVE ROOTWAD CLUSTER, USE LARGE STONE BACKFILL BEHIND ROOT MASS TO BUILT FOUNDATION.
DITCH PLUG
rL/HIV VICvv
BRUSH TOE APPROX. 1 FT
BELOW FINISHED
BED ELEVATION
NOTE:
COMPACT BACKFILL USING ON -SITE HEAVY EQUIPMENT
IN 10 INCH LIFTS.
FLOW
-
STREAMBED J
l UNCOMPACTED BACKFILL
a -mss
� - -- /
COMPACTED BACKFILL 1.5' MINIMUM
j-
� ice'•- -
�/
FOOTER LOG
HEADER LOG
PROFILE VIEW
1. LOGS SHOULD BE AT LEAST 10" IN DIAMETER, RELATIVELY STRAIGHT, HARDWOOD, AND RECENTLY HARVESTED.
2. SOIL SHOULD BE COMPACTED WELL AROUND BURIED PORTIONS OF LOG.
3. ROOTWADS SHOULD BE PLACED BENEATH THE HEADER LOG AND PLACED SO THAT IT LOCKS THE HEADER LOG
INTO THE BANK. SEE ROOTWAD DETAIL.
4. BOULDERS SHOULD BE PLACED ON TOP OF HEADER LOG FOR ACHORING.
5. GEOTEXTILE FABRIC SHOULD BE NAILED TO THE LOG BELOW THE BACKFILL.
6. TRANSPLANTS CAN BE USED INSTEAD OF ROOWADS, PER DIRECTION OF ENGINEER.

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B'
GRADE CONTROL LOG JAM
STONE BACKFILL
A
HEADER LOG
PRIMARY LOGS
SECONDARY LOGS AND WOODY DEBRIS
_ � o ,.
t �o H = 0.1 - 0.3'
LL GEOTEXTILE FABRIC no H = 0 - 0.
HEADER LOG .1 3'
IDW
_ HEADER LOG
�...� .' ::.�. H 0.1 0.3
SECONDARY a ® A'
LOGS = - O
5' MINIMUM O
...:
off: o R
ST FqM BED
PRIMARY LOGS
SPACE EVERY 5' -T SANDY SOIL BACKFILL a.
® o
SECTION A — A'
5' MINIMUM
- GEOTEXTILE FABRIC
HEADER LOG
BANKFULLW
A'
*.
END INVERT ELEVATION
PLAN VIEW
LOG POLE
(DRIVE POLE INTO GROUND
TO A MINIMUM DEPTH OF 6')
NOTES:
1. PRIMARY LOGS SHOULD BE AT LEAST 10" OR MORE IN DIAMETER, RELATIVELY STRAIGHT,
HARDWOOD PREFERRED, AND RECENTLY HARVESTED AND EXTENDING INTO THE BANK 5' ON EACH SIDE.
2. SECONDARY LOGS SHOULD BE AT LEAST 1" IN DIAMETER AND NO LARGER THAN 10 ", AND EXTEND INTO THE BANK 2 FEET ON EACH SIDE.
WOOD MATERIAL SHALL BE VARYING DIAMETER TO ALLOW MATERIAL TO BE COMPACTED.
3. VERTICAL POSTS SHOULD BE AT LEAST 10" IN DIAMETER AND SHOULD BE DRIVEN INTO THE GROUND
A MINIMUM OF 6'.
4. FILTER FABRIC SHOULD BE NAILED TO THE HEADER LOG BELOW THE BACKFILL.
5. ROOTWADS AND COIR FIBER MATTING CAN BE USED INSTEAD OF TRANSPLANTS OR LIVE STAKES, PER DIRECTION OF ENGINEER.
6. AFTER TRENCH HAS BEEN EXCAVATED A LAYER OF SECONDARY LOGS AND WOODY DEBRIS SHOULD BE PLACED WITH
MINIMAL GAPS. A LAYER OF ON -SITE ALLUVIUM SHOULD BE APPLIED TO FILL VOIDS BETWEEN SECONDARY LOGS
BEFORE ADDITIONAL LAYERS ARE PLACED.
CHANNEL BLOCK
PLAN VIEW
UNCOMPACTED BACKFILL
COMPACTED BACKFILL 1.5' MINIMUM
ROOT WAD PLACEMENT AS
DIRECTED IN PLANS
COMPACTED BACKFILL
PROFILE VIEW
i— TRANSPLANTS OR LIVE STAKES
S MINIMUM
BURIED INTO
BANK
SECTION B — B'
5' MINIMUM
BURIED INTO
BANK
BANKFULL ELEVATION
HEADER LOG
FOOTER LOG
BAKER PROJECT REFERENCE NO.
135794
PROJECT EI ir' "CGD
I
I
I
I
C A R
FES S 10 * - -*
SEAL
22967
SHEET NO.
2 -E
�':'l •''FNGIN��� :'o `� I f �
COT
I
I
DATE:
Michael Baker Engineering Inc.
,,T, Ff1', :L1 � 8000 Regency Parkway, Suite 600
1�9 i Cary, NORTH CAROLINA 27518
Phone: [phone]
1 N T E R N A T 1 0 N A L L cense # F-1084
NCEEP ID No. 96074

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GENERAL CONSTRUCTION SEQUENCE
MICHAEL BAKER ENGINEERING, INC. WILL PROVIDE CONSTRUCTION OBSERVATION DURING THE CONSTRUCTION PHASE OF THIS PROJECT. THE FOLLOWING CONSTRUCTION
SEQUENCE SHALL BE USED DURING IMPLEMENTATION OF THE PLAN. CONTRACTOR SHALL REFER TO THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN FOR
SPECIFIC CONSTRUCTION SEQUENCE ITEMS AND SHALL BE RESPONSIBLE FOR FOLLOWING THE APPROVED PLANS AND PERMIT CONDITIONS.
1. CONTRACTOR SHALL CONTACT NORTH CAROLINA "ONE CALL" CENTER (1.800.632.4949) BEFORE ANY EXCAVATION.
2. CONTRACTOR SHALL PREPARE STABILIZED CONSTRUCTION ENTRANCES AND HAUL ROADS AS INDICATED ON THE PLANS.
3. THE CONTRACTOR SHALL MOBILIZE EQUIPMENT, MATERIALS, PREPARE STAGING AREA(S) AND STOCKPILE AREA(S) AS SHOWN ON THE PLANS.
4. CONSTRUCTION TRAFFIC SHALL BE RESTRICTED TO THE AREA DENOTED AS "LIMITS OF DISTURBANCE" OR "HAUL ROADS" ON THE PLANS.
5. THE CONTRACTOR SHALL INSTALL TEMPORARY ROCK DAMS AT LOCATIONS INDICATED ON THE PLANS.
6. THE CONTRACTOR SHALL INSTALL TEMPORARY SILT FENCE AROUND THE STAGING AREA(S). TEMPORARY SILT FENCING WILL ALSO BE PLACED AROUND THE TEMPORARY
STOCKPILE AREAS AS MATERIAL IS STOCKPILED THROUGHOUT THE CONSTRUCTION PERIOD.
7. THE CONTRACTOR SHALL INSTALL ALL TEMPORARY AND PERMANENT STREAM CROSSINGS AS SHOWN ON THE PLANS IN ACCORDANCE WITH THE NC EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. THE EXISTING CHANNEL AND DITCHES ON SITE WILL REMAIN OPEN DURING THE INITIAL STAGES OF CONSTRUCTION
TO ALLOW FOR DRAINAGE AND TO MAINTAIN SITE ACCESSIBILITY.
8. THE CONTRACTOR SHALL CONSTRUCT ONLY THE PORTION OF CHANNEL THAT CAN BE COMPLETED AND STABILIZED WITHIN THE SAME DAY.
9. THE CONTRACTOR SHALL APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS AT THE END OF EACH WORK DAY.
10. THE CONTRACTOR SHALL CLEAR AND GRUB AN AREA ADEQUATE TO CONSTRUCT THE STREAM CHANNEL AND GRADING OPERATIONS AFTER ALL EROSION AND
SEDIMENTATION CONTROL PRACTICES HAVE BEEN INSTALLED AND APPROVED. IN GENERAL, THE CONTRACTOR SHALL WORK FROM DOWNSTREAM TO UPSTREAM AND IN-
STREAM STRUCTURES AND CHANNEL FILL MATERIAL SHALL BE INSTALLED USING A PUMP - AROUND OR FLOW DIVERSION MEASURE AS SHOWN ON THE PLANS.
11. THE CONTRACTOR WILL BEGIN CONSTRUCTION BY EXCAVATING CHANNEL FILL MATERIAL IN AREAS OF REACH R1 TO BE USED TO FILL REACH R2. THE CONTRACTOR MAY
FILL DITCHES WHICH DO NOT CONTAIN ANY WATER DURING THE GRADING OPERATIONS. ALONG DITCHES WITH WATER OR STREAM REACHES, EXCAVATED MATERIAL
SHOULD BE STOCKPILED IN AREAS SHOWN ON THE PLANS. IN ANY AREAS WHERE EXCAVATION DEPTHS WILL EXCEED 10 INCHES, TOPSOIL SHALL BE STOCKPILED AND
PLACED BACK OVER THESE AREAS TO A DEPTH OF EIGHT INCHES TO ACHIEVE DESIGN GRADES AND CREATE A SOIL BASE FOR VEGETATION.
12. CONTRACTOR SHALL BEGIN CONSTRUCTION ON STREAM REACH R1 AT STATION 44 +46 AND PROCEED IN AN UPSTREAM DIRECTION UNTIL THE CONFLUENCE OF REACHES
R2 AND R5. THIS SECTION OF DESIGN CHANNEL WILL BE CONSTRUCTED ONLINE AND WILL EMPLOY A PUMP AROUND OPERATION.
13. AFTER COMPLETING REACH R1, WILL BEGIN WORK ON REACH R2 FOLLOWED BY REACH R5. WORK WILL CONTINUE IN AN UPSTREAM DIRECTION. THIS SECTION OF DESIGN
CHANNEL WILL BE CONSTRUCTED OFFLINE AND IN THE DRY, SINCE IT WILL BE EXCAVATED THROUGH THE FIELD AREAS. THE CONTRACTOR SHALL EXCAVATE THE
CHANNEL TO DESIGN GRADES IN ALL AREAS EXCEPT WITHIN 10 FEET OF THE TOP OF EXISTING STREAM BANKS.
14.AFTER EXCAVATING THE CHANNEL TO DESIGN GRADES, INSTALL IN- STREAM STRUCTURES, GRASSING, MATTING, AND TRANSPLANTS IN THIS SECTION, AND READY THE
CHANNEL TO ACCEPT FLOW PER APPROVAL BY THE ENGINEER.
15. WATER WILL BE TURNED INTO THE CONSTRUCTED CHANNEL ONCE THE AREA IN AND AROUND THE NEW CHANNEL HAS BEEN STABILIZED. IMMEDIATELY BEGIN PLUGGING,
FILLING, AND GRADING THE ABANDONED CHANNEL, AS INDICATED ON PLANS, MOVING IN A DOWNSTREAM DIRECTION TO ALLOW FOR DRAINAGE OF THE OLD CHANNELS.
NO WATER SHALL BE TURNED INTO ANY SECTION OF CHANNEL PRIOR TO THE CHANNEL BEING COMPLETELY STABILIZED WITH ALL STRUCTURES INSTALLED.
16.THE NEW CHANNEL SECTIONS SHALL REMAIN OPEN ON THE DOWNSTREAM END TO ALLOW FOR DRAINAGE DURING RAIN EVENTS.
17.ANY GRADING ACTIVITIES ADJACENT TO THE STREAM CHANNEL SHALL BE COMPLETED PRIOR TO TURNING WATER INTO THE NEW STREAM CHANNEL SEGMENTS.
GRADING ACTIVITIES SHALL NOT BE PERFORMED WITHIN 10 FEET OF THE NEW STREAM CHANNEL BANKS. THE CONTRACTOR SHALL NOT GRADE OR ROUGHEN ANY AREAS
WHERE EXCAVATION ACTIVITIES HAVE NOT BEEN COMPLETED.
18. ONCE A STREAM WORK PHASE IS COMPLETE, APPLY TEMPORARY SEEDING, PERMANENT SEEDING, AND MULCHING TO ANY AREAS DISTURBED DURING CONSTRUCTION.
APPLY PERMANENT SEEDING MIXTURES, AS SHOWN ON THE VEGETATION PLAN. TEMPORARY SEEDING SHALL BE APPLIED IN ALL AREAS SUSCEPTIBLE TO EROSION (I.E.
DISTURBED DITCH BANKS, STEEP SLOPES, AND SPOIL AREAS) SUCH THAT GROUND COVER IS ESTABLISHED WITHIN 15 WORKING DAYS FOLLOWING COMPLETION OF ANY
PHASE OF GRADING. PERMANENT GROUND COVER SHALL BE ESTABLISHED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS
SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION.
19. CONTRACTOR SHALL IMPROVE AND CONSTRUCT THE EXISTING FARM ROAD CROSSINGS (REACH R5 NEAR STATION 35 +00, REACH R2 NEAR STATION 27 +50, AND REACH
T1 NEAR STATION 10 +60) BY INSTALLING PERMANENT FORD CROSSINGS, STABILIZING SIDE SLOPES, AND MODIFYING THE FARM ROAD BED ELEVATIONS ACCORDING TO
THE PLANS AND SPECIFICATIONS. THE FARM ROAD CROSSINGS ON REACHES R3, R4, AND R6 MAY BE LEFT UNCHANGED.
20. ALL DISTURBED AREAS SHOULD BE SEEDED AND MULCHED BEFORE LEAVING THE PROJECT. REMOVE TEMPORARY STREAM CROSSINGS AND ANY IN- STREAM TEMPORARY
ROCK DAMS. ALL WASTE MATERIAL MUST BE REMOVED FROM THE PROJECT SITE.
21. THE CONTRACTOR SHALL TREAT AREAS OF INVASIVE SPECIES VEGETATION THROUGHOUT THE PROJECT AREA ACCORDING TO THE PLANS AND SPECIFICATIONS PRIOR
TO DEMOBILIZATION.
22. THE CONTRACTOR SHALL PLANT WOODY VEGETATION AND LIVE STAKES, ACCORDING TO PLANTING DETAILS AND SPECIFICATIONS. THE CONTRACTOR SHALL COMPLETE
THE REFORESTATION (BARE -ROOT PLANTING) PHASE OF THE PROJECT AND APPLY PERMANENT SEEDING AT THE APPROPRIATE TIME OF THE YEAR.
23. THE CONTRACTOR SHALL ENSURE THAT THE SITE IS FREE OF TRASH AND LEFTOVER MATERIALS PRIOR TO DEMOBILIZATION OF EQUIPMENT FROM THE SITE.

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N T E R N A T 10 N A L License #: F -1084
INSTALL WOVEN WIRE. NCEEP ID NO. 96074
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BAKER PROJECT REFERENCE NO. SHEET NO.
135794 25
PROJECT IENGINEER
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SEAL APPROVED BY:
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Michael Baker Engineering Inc.
8000 Regency Parkway, Suite 600
Michael Bakel
Cary, NORTH CAROLINA 27518
Phone: [phone]
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I N T E R NATIONAL License #: F-1084
NCEEP ID NO. 96074
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NOTES:
REVEGETATION PLAN
1. SEE SHEET 1-A FOR VEGETATION SELECTION.
2. EXISTING WOODED AREAS SHALL NOT BE DISTURBED DURING
CONSTRUCTION AND SHALL NOT BE PLANTED.
40 20 0 40 80
3. NO INVASIVES REMOVAL IN THIS AREA.
SCALE (FT)

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NOTES:
1. SEE SHEET 1 -A FOR VEGETATION SELECTION.
2. EXISTING WOODED AREAS SHALL NOT BE DISTURBED DURING
CONSTRUCTION AND SHALL NOT BE PLANTED.

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RIPARIAN BUFFER PLANTING = APPROX. 14.0 ACRES
NOTES:
1. SEE SHEET 1 -A FOR VEGETATION SELECTION.
2. EXISTING WOODED AREAS SHALL NOT BE DISTURBED DURING
CONSTRUCTION AND SHALL NOT BE PLANTED.

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ENTRANCE L
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CONSTRUCTION
DCATED
VV,, HARRIS RD.
NORTH
ECOSYSTEM
CAROLINA
LOCATION. 1.5 MILES SOUTHWEST OF THE
COMMUNITY OF NEW HILL
TYPE OF WORK:
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REACH 6 /BEGIN REACH 5
�. 28 +08.08 =
REACH 7 STA. 16 +46.16
EAC H 7
0.00
STREAM RESTORATION
STA. 40 +09.48
STA. 44 +46.83
STATE
BASER PROJECT REFERENCE NO.
SHEET
NO.
TOTAL `
SHEETS
NC
135794
1
9
NCEEP ID No. 96074
ENHANCEMENT
DESCRIPTION
TREEPROTECTION ................................... ...............................
TEMPORARY GRAVEL CONSTRUCTION ENTRANCFAMT .......
AREASEEDING ......................... ...............................
TEMPORARY SEDIMENT TRAP .................. ...............................
TEMPORARY SILT FENCE .......................... ...............................
H Hi-
TEMPORARY ROCK DAM ........................... ...............................
TEMPORARY STREAM CROSSING ............. ...............................
GRAPHIC SCALES T
PROJECT STANDARDS
PREPARED IN THE OFFICE OF
mIc
Michael Baker Engineering Inc.
PROJECT ENGINEER
GIL �(EER
Regency Parkway, Suite 600
Michael 000 • Cary, NORTH CAROLINA 27518
THE FOLLOWING STANDARDS AS THEY APPEAR IN THE "NC EROSION & SEDIMENTATION
Phone: [phone]
CONTROL PLANNING AND DESIGN MANUAL" AND ARE APPLICABLE TO THIS PROJECT AND
Fax: [phone]
I N T E R N A T 1 0 N A L License* F -1084
THIS PROJECT CONTAINS
BY REFERENCE HEREBY ARE CONSIDERED PART OF THE PLANS.
EROSION & SEDIrvIENTATION CONTROL
6.05
R��iti9'
PLANS FOR ALL PHASES OF
TREE PROTECTION
.�`'��N�SS -.
40 20 0 40 gp
CONSTRUCTION.
6.06 TEMPORARY GRAVEL CONSTRUCTION ACCESS
WILLIAM SCOTT HUNT, III, PE
,'
_ SEAL
6.24 RIPARIAN AREA SEEDING
'. 2967p
PROJECT ENGINEER
PLANS
6.60 TEMPORARY SEDIMENT TRAP
•N�......
. !i ��•`
,,,
TOTAL DISTURBED AREA = 26.4 Acres
LETTING DATE:
6.62 SILT FENCE
CHRIS ROESSLER
4SCoTA
PROJECT MANAGER
6.63 TEMPORARY ROCK DAM
6.70 TEMPORARY STREAM CROSSING
P.E.
SIGNATURE: -
J

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TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT
PUBLIC ROAD
WIRE OR PLASTIC ZIP TIES WITH
-------------------- - - - - -- A MINIMUM TENSILE STRENGTH
OF 50 LB SHALL BE USED TO
CONSTRUCT THE FENCE
PUBLIC ROAD
SPECIFICATION NO. 6.06 - CONSTRUCTION ACCESS "N.C. EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL MARCH 2009"
STREAMBE
TEMPORARY ROCK DAM
CI nlAr
EXISTING CHANNEL
PLAN VIEW
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rl ^In1
1T../I V 1 VIYL 1 ILI LI\ 1 ­-
CROSS SECTION
6" MINIMUM THICKNESS OF
WASHED CLASS A STONE
1 -1 LI\1 - \IC
#57 STONE
FILTER FABRIC
CLASS 2 STONE
1
2/3 BANKFULL
MAXIMUM DEPTH
LASS 2 STONE
CLEAN OUT STILLING BASIN OF TRAPPED SEDIMENT PRIOR TO REMOVAL.
MESH CONSISTING OF
14 GAGE WIRE AT MAX
SPACING OF 6 "x6"
NOTES:
1. AVOID JOINTS, UNAVOIDABLE JOINTS MUST HAVE 4' OF CLOTH
OVERLAP AND SHOULD TIE INTO THE NEXT ADJACENT POST.
2. PLACE ON CONTOUR EXCEPT ENDS WHICH SHOULD BE 1' ABOVE
GRADE TO PREVENT CUT AROUND.
3. WRAP APPROX. 6" OF FABRIC AROUND END POSTS AND SECURE
WITH TIES.
4. REMOVE ONCE AREA IS STABLE.
5. CONTRACTOR SHALL SIDE CAST SPOIL MATERIAL FROM TRENCHING
FOR SILT FENCE ONTO HIGH GROUND OR ONTO THE PERMITTED
WETLAND IMPACT SIDE TO AVOID UNPERMITTED WETLAND IMPACTS.
TEMPORARY SILT FENCE
8' MAX. WITH WIRE
(U MAX. WITHOUT WIRE,
REQUIRES USE OF EXTRA
STRENGTH FILTER FABRIC)
(4' MAX. WITHOUT WIRE,
NORMALSTRENGTH
FILTER FABRIC)
T -POSTS SHALL BE 1.33 LB /LF STEEL WITH A MINIMUM
LENGTH OF 5 FEET AND SHALL BE CONSTRUCTED SO
AS TO ALLOW FOR FASTENING OF THE FABRIC
FILTER FABRIC SHALL BE STANDARD OR EXTRA
STRENGTH SYNTHETIC FIBER CERTIFIED BY THE
MANUFACTURER TO COMPLY WITH MATERIAL
REQUIREMENTS IN ASTM STANDARDS D 6461, 4632, 4491,
4751, AND 4355.
WIRE MESH
FILTER FABRIC
MECHANICALLY COMPACTED FILL
2 PASSES OF A COMPACTION DEVICE
EXERTING AT LEAST 60 LB /IN2 ON
BOTH SIDES OF FENCE
TEMPORARY STREAM CROSSING - WOOD MAT
CROSS SECTION
NOTES:
WOOD MAT
TYPE 2; NOWWOVEN.
. FILTERfABRIC
CLASS B STONE
RUNOFF
DIRECTION
�II I I� 811
FILTER FABRIC
PROJECT REFERENCE NO. SHEET NO.
135794 1 EC -2
PROJECT ENGINEER
I
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SEAL I APPROVED BY:
22967
j
i DATE:
i
I
Michael Baker Engineering Inc.
Michael 8000 Regency Parkway, Suite 600
Cary, NORTH CAROLINA 27518
Phone: [phone]
1 N T E R N A T1 0 N A L cese #:F -1084
4"
NCEEP ID No. 96074
FENCE HEIGHT
MAX 24"
ABOVEGROUND
III E-1
POST DEPTH
24" MINIMUM
SILT FENCE
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1. CONSTRUCT STREAM CROSSING WHEN FLOW IS LOW.
2. HAVE ALL NECESSARY MATERIALS AND EQUIPMENT ON -SITE BEFORE WORK BEGINS.
3. MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS. DO NOT EXCAVATE CHANNEL BOTTOM.
4. LINE STREAMBANK AND ACCESS RAMP AREA WITH NON -WOVEN FILTER FABRIC.
5. INSTALL STREAM CROSSING AT RIGHT ANGLE TO THE FLOW.
6. TRANSPLANT SOD FROM ORIGINAL STREAMBANK ONTO SIDE SLOPES FOR LATER USE.
7. MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION ROAD DOES NOT ENTER EXISTING CHANNEL
BY INSTALLING SILT FENCE ON ALL FOUR CORNERS ADJACENT TO THE STREAM. SEE SILT FENCE DETAIL.
8. STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE EDGE OF THE MUD MAT.
9. THE WOOD MAT SHALL BE OF SUFFICIENT SIZE AND WIDTH TO SUPPORT THE LARGEST VEHICLE CROSSING
THE CHANNEL.
10. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE ACCORDING TO EQUIPMENT UTILIZED,
RECOMMENDED AT A 5:1 SLOPE.
PLAN VIEW *j I I11LPlIV1

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TEMI
IMPERVIOUS DIKE
STABILIZED OUTLET -
CONSTRUCT WITH A MIX OF
BOULDERS AND CLASS B STI
TO STABILIZE STREAM AT
PUMP - AROUND OUTLET
TYPICAL PUMP - AROUND OPERATION
EXISTING GROUND
FILTER FABRIC
SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP - AROUND
1. INSTALL STABILIZED OUTLET 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.
3. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR
STREAM DIVERSION.
4. INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS IF NEEDED
TO DEWATER THE ENTRAPPED AREA. THE PUMP AND HOSE FOR THIS PURPOSE SHALL
BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA. THIS WATER WILL FLOW INTO
A SPECIAL STILLING BASIN.
5. THE CONTRACTOR WILL PERFORM STREAM RESTORATION WORK IN ACCORDANCE
WITH THE PLAN AND FOLLOWING THE GENERAL CONSTRUCTION SEQUENCE.
6. THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE
REMOVAL OF THE IMPERVIOUS DIKE. REMOVE IMPERVIOUS DIKES, 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 IMPERVIOUS DIKES.
8. ONCE THE WORKING AREA IS COMPLETED, REMOVE THE SPECIAL STILLING BASIN
AND STABILIZED OUTLET AND STABILIZE DISTURBED AREAS WITH SEED AND MULCH.
OCK DAM
SPECIAL STILLING BASIN
INSTALL 2 INCH PAD OF
#57 STONE BETWEEN
SPECIAL STILLING BASIN
AND FILTER FABRIC
15 - 20 FT
NOTES:
1. EXCAVATION SHALL BE PERFORMED IN ONLY DRY SECTIONS OF CHANNEL.
2. IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS FROM
STREAM FLOW.
3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED
IN ONE WORKING DAY.
4. THE PUMP - AROUND PUMP SHOULD ADEQUATELY CONVEY BASEFLOW
CONDITIONS OF THE STREAM.
TEMPORARY DIVERSION CHANNEL
91
6 INCH DEEP
TRENCH AND FILL
BASEFLOW
6 INCH DEEP
TRENCH AND FILL
TYPE 2, NON -WOVEN
FILTER FABRIC
NOTES:
1. DIMENSIONS OF DIVERSION CHANNEL MAY BE ALTERED TO FIT SLOPE CONDITIONS.
2. ALIGN SEAMS OF FILTER FABRIC TO OVERLAP IN THE DIRECTION OF FLOW.
3. MAX SIDE SLOPE 2:1.
4. SEE TECHNICAL SPECIFICATIONS FOR FILTER FABRIC MATERIAL.
LARGE STAKES
TRENCH
EROSION CONTROL MATTING
PLACE COIR FIBER MATTING IN 6 INCH DEEP
TRENCH, STAKE, BACKFILL, AND COMPACT
T
TOP OF STREAMBANK
TOE OF SLOPE
NOTES
PROJECT REFERENCE NO. SHEET NO.
135794 1 EC -2A
PROJECT ENGINEER
I
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C A R
I
SEAL I APPROVED BY:
22967
filmll DATE:
I
I
Michael Baker Engineering Inc.
Michael Baker 8000 Regency Parkway, Suite 600
Cary, NORTH CAROLINA 27518
Phone: [phone]
1 N T E R N A T 1 0 N A L Ice se * F -1084
1. BANKS SHOULD BE SEEDED PRIOR TO PLACEMENT OF MATTING.
2. INSTALL COIR FIBER MATTING PER SPECIFICATIONS ALONG STREAM
BANKS OR IN OTHERS LOCATIONS SPECIFIED BY ENGINEER.
3. LARGE STAKES SHOULD NOT BE SPACED FURTHER THAN 36" APART.
4. PLACE LARGE STAKES ALONG ALL SEAMS, IN THE CENTER OF BANK,
AND TOE OF SLOPE.
BOTTOM OF CHANNEL
PLACE.COIR:FIBER MATTING AT TOE OF SLOPE. .
SECURE MATTING WITH. LARGE MATTING STAKE ,
CROSS SECTION VIEW
TOP OF - - - - - -' - -- -- - -� - -- - -- - -- - -- - - -• • •
STREAMBANK
---------------------------------------------------
LARGE
STAKES • '
• • • • •
TRENCH
TOP OF STREAMBANK
NCEEP ID No. 96074
2.5 INCH -
ROOFING
NAIL
TYPICAL LARGE MATTING STAKE
THE WOOD STAKE SHALL HAVE THE FOLLOWING DIMENSIONS:
LEG LENGTH
17.00 IN 43.18 CM
TAPERED TO POINT)
WIDTH
1.5 IN
3.81 CM
THICKNESS
1.5 IN
3.81 CM
TYPICAL SMALL MATTING STAKE
• • • $//-- STAKES THE WOOD STAKE SHALL HAVE THE FOLLOWING DIMENSIONS:
COIR FIBER MATTING LEG LENGTH 11.00 IN 27.94 CM
TO BE EXTENDED TO HEAD WIDTH 1.25 IN 3.18 CM
• • • • • • • • • • • TOE OF SLOPE HEAD THICKNESS 0.40 IN 1.02 CM
LEG WIDTH 0.60 IN 1.52 CM TAPERED TO POINT)
LEG THICKNESS 0.40 IN 1.02 CM
TOTAL LENGTH 12.00 IN 30.48 CM
PLAN VIEW LARGE
STAKES

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SEE SHEET EC -6 '
1 ` Michael Baker Engineering
\ 8000 Regency Parkway, Suite 600
Cary, NORTH CAROLINA 27518
cE \ Phone: [phone]
1 Fax: [phone]
CE - -- - I N T E R N A T I O NA L License #: F -1084
_ NCEEP ID NO. 96074
'
BEGIN REACH 4
STA.10 +00.00
z
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CROSSING �` `'
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BEGIN PUMP - AROUND
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—..— -- ._ -• —• -- — •• - -•-• — ..— . - - - -- .-T CE t - \
/ CE C C CE
INSTALL EROSION CONTROL
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MATTING ALONG ALL CONSTRUCTED -- - � .;.._. o !.
LIMITS OF DISTURBANCE _- �.__ - -- -- -- _ __ EXISTING PERMANENT '� - _
- - -- -- - - - - -- - - - - - -- — - - -- - - -- --- - - - - -- - -a _ - -- - <.
r _ .. _� --_ � - -- - --
_ - - -- - -- - - - - - -_ - - -- -- -- -- - - - - -,. ,STREAM- BANKS (TYP) ,• _ � � ; <
CE CE CE _ CE CE CE __ -- _CE ._ - CE. -_- - - — _ - _ -
__
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9. - --
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1 NOT - -
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280.. -.._ ..�- ,. '� % � ---'- "-'� . a-,_._ v. � � /� -. ,. \ �` v �_� ,f
EXISTING WETLANDS - -- -- - -- - - _ - � - .�-- �.�- - �- � __ _ 5 - ,� ._ _ ,. ��, , "�� _ TEMPORARY
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wX l '� - /�` cE _
BEGIN REACH �� - - - ; -- -- v A _ - _ - I
_ _. -, - '� -- _ - �- - _ � . � �- _ rA -- - � ,TEMP RARY R-O -
STA. 10_ ±00.00 , _�._., - - - __ __ _ -y � - - - � ��, - -- - �` O CK
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END-REACH 3,_1-BEGIN REACH.2
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- — - — - --
END�PUNIR AR�U�D � %;
E --- - -- - '_�.. _ ,, ,y, � �� , ~.•" STA.
_� __ �_ — us BEGIN PUIV(P— AROUND —
— -- -- -- -- -- — �<z- , , _ — �E — -' �., 4 STA. 13 +70.65
DO NO—T DIST�R. _ _ _ i
LA -DS
— -- — _-
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------------------------ - - - - -- UL ROAD' -- 1 - - -
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LIMIT ;i= STAGING ,/STOCKPILE AREA + �'
EROSION & SEDIMENTATION CONTROL NOTES:
1. THE CONTRACTOR SHALL INSTALL THE EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON
THE PLANS PRIOR TO ANY GRADING ACTIVITIES. SEE SHEET 3 FOR GENERAL CONSTRUCTION SEQUENCE.
2. THE CONTRACTOR SHALL NOT DISTURB MORE GROUND THAN CAN BE STABILIZED THE SAME DAY.
CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING BUFFER VEGETATION AND CONSTRUCTION
CORRIDOR TO THE EXTENT PRACTICAL. CLEARING AND GRUBBING ACTIVITIES SHALL BE LIMITED TO THE
MINIMAL AMOUNT NECESSARY FOR HAUL ROADS, CHANNEL RELOCATIONS, AND STOCKPILE AREAS.
3. ALL EXISTING ROADS OR FARM PATHS USED FOR CONSTRUCTION ACTIVITIES SUCH AS HAUL ROADS AND SITE
ACCESS SHALL BE REPAIRED, IF NECESSARY, TO THE PRE - CONSTRUCTION CONDITION OR BETTER.
4. THE CONTRACTOR SHALL MAINTAIN EROSION AND SEDIMENTATION CONTROL DEVICES IN ACCORDANCE WITH
THE APPROPRIATE EROSION AND SEDIMENTATION CONTROL ORDINANCES. EROSION CONTROL MATTING
SHALL BE INSTALLED ON ALL RESTORED STREAMBANKS AS SHOWN IN THE DETAILS.
5. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED PER THE PLANS AND TECHNICAL SPECIFICATIONS.
TEMPORARY SEEDING SHALL BE PLACED ON ALL DISTURBED AREAS WITHIN 24 HOURS AND ALL SLOPES
STEEPER THAN 3:1 SHALL BE STABILIZED WITH GROUND COVER AS SOON AS PRACTICABLE WITHIN 7
CALENDAR DAYS. ALL OTHER DISTURBED AREAS AND SLOPES FLATTER THAN 3:1 SHALL BE STABILIZED
WITHIN 14 CALENDAR DAYS FROM THE LAST LAND- DISTURBING ACTIVITY. PERMANENT SEEDING SHALL BE
PLACED ON ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER COMES
FIRST) FOLLOWING CONSTRUCTION COMPLETION. SEE SHEET 1 -A FOR VEGETATION SELECTION.
6. THE CONTRACTOR MUST ESTABLISH TEMPORARY VEGETATION IN ACCORDANCE WITH THE PLANS AND
TECHNICAL SPECIFICATIONS BEFORE TURNING WATER INTO THE NEW STREAM CHANNEL SEGMENTS.
7. THE CONTRACTOR SHALL WORK IN THE DRY AND UTILIZE A PUMP - AROUND OPERATION OR FLOW DIVERSION
MEASURE AS SHOWN ON THE PLAN SHEETS.
8. THE ENGINEER MUST APPROVE ALL GRADING ACTIVITIES AND GROUNDCOVER STABILIZATION PRIOR TO
RIPARIAN VEGETATION PLANTING.
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TEMPORARY MICHAEL— L_., %J _J L
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DAM (TYP) �
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N 06 _
N CH;DEL L GOODVAN ,i
MARY FRANCES ODV 9N f' 3 /
.B 2653, PG 235
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PROJECT ENGINEER
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SEAL
22967
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DUKE ENERGY PROGRESS INC. Michael Baker Er
DB 15289, PG 2437 Michael Baker 8000 Regency Parkwa
Gary, NORTH CAROL
PIN:0619147086 Phone: 919,463.5488
Fax: [phone]
I N T E R N A T 1 0 N A L License* F -1084
TEMPORARY CONSTRUCTION ENTRANCE LOCATED
OFF SHEARON HARRIS RD. APPROXIMATELY 2,000
NE OF CONSERVATION EASEMENT.
NCEEP ID NO. 960-4
BEGIN REACH T1 TEMPORARY SILT FENCE
STA.10+00.00 P ERMAN ENT-FQRDSTREAM--C ROSS ING •
0
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LIMITS OF DISTU ---------------------------------
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STABILIZE HILL SLOP
W 4N.
+
C) TEMPORARY ROCK
C) DAM (TYP)
J
INSTALL EROSION CONTROL
MATTING ALONG ALL CONSTRUCTED
4 STREAM BANKS (TYP)
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-STA. 26-4�94.
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END PUMP-AROUND
BEGIN PUMP AROUND
YY
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&
MARY FRANCES GOODWIN
BEGIN REACH T2 DB 2653, PG 235
-06926859
STA.10+00.00 PIN. 1 ",
N
Mlk"HAEL L GOODWIN
IRVIN WOODROW GOODWFN
D B 8 9 5 9 P G
P U6A
N:
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THOMAS CREEL
EROSION CONTROL
40 20 0 40
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_LIMITS OF DISTURBANCE:
- HAUL ROAD \ �••�, M��
TEMPORARY SILT FENCE IN '`TALL EROSION CONTROL
/
MATTING ALONG ALL CONSTRUCTED
DO NOT DISTURB EXISTING WETLANDS STREAM BANKS (TYP) _
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DB 2653 1 "D
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STAGING /STOCKPILE AREA'
at(, EROSION & SEDIMENTATION CONTROL NOTES:
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1. THE CONTRACTOR SHALL INSTALL THE EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON
' ✓, / / \� \ j I I 1 ' / , THE PLANS PRIOR TO ANY GRADING ACTIVITIES. SEE SHEET 3 FOR GENERAL CONSTRUCTION SEQUENCE.
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2. THE CONTRACTOR SHALL NOT DISTURB MORE GROUND THAN CAN BE STABILIZED THE SAME DAY.
` ' CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING BUFFER VEGETATION AND CONSTRUCTION
CORRIDOR TO THE EXTENT PRACTICAL. CLEARING AND GRUBBING ACTIVITIES SHALL BE LIMITED TO THE
INSTALL EROSION CONTROL MINIMAL AMOUNT NECESSARY FOR HAUL ROADS, CHANNEL RELOCATIONS, AND STOCKPILE AREAS.
MATTING ALONG ALL CONSTRUCTED
STREAM BANKS TYP 3. ALL EXISTING ROADS OR FARM PATHS USED FOR CONSTRUCTION ACTIVITES SUCH AS HAUL ROADS AND SITE
COS C
) ACCESS SHALL BE REPAIRED, IF NECESSARY, TO THE PRE- N TRU TION CONDITION OR BETTER.
4. THE CONTRACTOR SHALL MAINTAIN EROSION AND SEDIMENTATION CONTROL DEVICES IN ACCORDANCE WITH z,
3 +00 - --
TEMPOR�iRY -,- ♦ THE APPROPRIATE EROSION AND SEDIMENTATION CONTROL ORDINANCES. EROSION CONTROL MATTING
- SHALL BE INSTALLED ON ALL RESTORED STREAMBANKS AS SHOWN IN THE DETAILS.
SILT FENCE
PERMANENT FORD STREAM CROSSING 5. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED PER THE PLANS AND TECHNICAL SPECIFICATIONS.
- '
TEMPORARY SEEDING SHALL BE PLACED ON ALL DISTURBED AREAS WITHIN 24 HOURS AND ALL SLOPES ">g
STEEPER THAN 3:1 SHALL BE STABILIZED WITH GROUND COVER AS SOON AS PRACTICABLE WITHIN 7
CALENDAR DAYS. ALL OTHER DISTURBED AREAS AND SLOPES FLATTER THAN 3:1 SHALL BE STABILIZED
WITHIN 14 CALENDAR DAYS FROM THE LAST LAND- DISTURBING ACTIVITY. PERMANENT SEEDING SHALL BE
PLACED ON ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER COMES
FIRST) FOLLOWING CONSTRUCTION COMPLETION. SEE SHEET 1 -A FOR VEGETATION SELECTION.
6 . THE CONTRACTOR MUST ESTABLISH TEMPORARY VEGETATION IN ACCORDANCE WITH THE PLANS AND
TECHNICAL SPECIFICATIONS BEFORE TURNING WATER INTO THE NEW STREAM CHANNEL SEGMENTS.
7. THE CONTRACTOR SHALL WORK IN THE DRY AND UTILIZE A PUMP - AROUND OPERATION OR FLOW DIVERSION
MEASURE AS SHOWN ON THE PLAN SHEETS.
c'(9 ' `' _ 8. THE ENGINEER MUST APPROVE ALL GRADING ACTIVITIES AND GROUNDCOVER STABILIZATION PRIOR TO
RIPARIAN VEGETATION PLANTING. 5
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MICHAEL L. GOODWIN
DB 9599 PG 11
N. 0619473680
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EROSION & SEDIMENTATION CONTROL NOTES:
1. THE CONTRACTOR SHALL INSTALL THE EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON
THE PLANS PRIOR TO ANY GRADING ACTIVITIES. SEE SHEET 3 FOR GENERAL CONSTRUCTION SEQUENCE.
2. THE CONTRACTOR SHALL NOT DISTURB MORE GROUND THAN CAN BE STABILIZED THE SAME DAY.
CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING BUFFER VEGETATION AND CONSTRUCTION
CORRIDOR TO THE EXTENT PRACTICAL. CLEARING AND GRUBBING ACTIVITIES SHALL BE LIMITED TO THE
MINIMAL AMOUNT NECESSARY FOR HAUL ROADS, CHANNEL RELOCATIONS, AND STOCKPILE AREAS.
3. ALL EXISTING ROADS OR FARM PATHS USED FOR CONSTRUCTION ACTIVITES SUCH AS HAUL ROADS AND SITE
ACCESS SHALL BE REPAIRED, IF NECESSARY, TO THE PRE - CONSTRUCTION CONDITION OR BETTER.
4, THE CONTRACTOR SHALL MAINTAIN EROSION AND SEDIMENTATION CONTROL DEVICES IN ACCORDANCE WITH
THE APPROPRIATE EROSION AND SEDIMENTATION CONTROL ORDINANCES. EROSION CONTROL MATTING
SHALL BE INSTALLED ON ALL RESTORED STREAMBANKS AS SHOWN IN THE DETAILS.
5. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED PER THE PLANS AND TECHNICAL SPECIFICATIONS.
TEMPORARY SEEDING SHALL BE PLACED ON ALL DISTURBED AREAS WITHIN 24 HOURS AND ALL SLOPES
STEEPER THAN 3 :1 SHALL BE STABILIZED WITH GROUND COVER AS SOON AS PRACTICABLE WITHIN 7
CALENDAR DAYS. ALL OTHER DISTURBED AREAS AND SLOPES FLATTER THAN 3:1 SHALL BE STABILIZED
WITHIN 14 CALENDAR DAYS FROM THE LAST LAND- DISTURBING ACTIVITY. PERMANENT SEEDING SHALL BE
PLACED ON ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER COMES
FIRST) FOLLOWING CONSTRUCTION COMPLETION. SEE SHEET 1 -A FOR VEGETATION SELECTION.
6. THE CONTRACTOR MUST ESTABLISH TEMPORARY VEGETATION IN ACCORDANCE WITH THE PLANS AND
TECHNICAL SPECIFICATIONS BEFORE TURNING WATER INTO THE NEW STREAM CHANNEL SEGMENTS.
7. THE CONTRACTOR SHALL WORK IN THE DRY AND UTILIZE A PUMP - AROUND OPERATION OR FLOW DIVERSION
MEASURE AS SHOWN ON THE PLAN SHEETS.
8. THE ENGINEER MUST APPROVE ALL GRADING ACTIVITIES AND GROUNDCOVER STABILIZATION PRIOR TO
RIPARIAN VEGETATION PLANTING.
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EROSION & SEDIMENTATION CONTROL NOTES:
1. THE CONTRACTOR SHALL INSTALL THE EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON
THE PLANS PRIOR TO ANY GRADING ACTIVITIES. SEE SHEET 3 FOR GENERAL CONSTRUCTION SEQUENCE.
2. THE CONTRACTOR SHALL NOT DISTURB MORE GROUND THAN CAN BE STABILIZED THE SAME DAY.
CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING BUFFER VEGETATION AND CONSTRUCTION
CORRIDOR TO THE EXTENT PRACTICAL. CLEARING AND GRUBBING ACTIVITIES SHALL BE LIMITED TO THE
MINIMAL AMOUNT NECESSARY FOR HAUL ROADS, CHANNEL RELOCATIONS, AND STOCKPILE AREAS.
3. ALL EXISTING ROADS OR FARM PATHS USED FOR CONSTRUCTION ACTIVITES SUCH AS HAUL ROADS AND SITE
ACCESS SHALL BE REPAIRED, IF NECESSARY, TO THE PRE - CONSTRUCTION CONDITION OR BETTER.
4, THE CONTRACTOR SHALL MAINTAIN EROSION AND SEDIMENTATION CONTROL DEVICES IN ACCORDANCE WITH
THE APPROPRIATE EROSION AND SEDIMENTATION CONTROL ORDINANCES. EROSION CONTROL MATTING
SHALL BE INSTALLED ON ALL RESTORED STREAMBANKS AS SHOWN IN THE DETAILS.
5. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED PER THE PLANS AND TECHNICAL SPECIFICATIONS.
TEMPORARY SEEDING SHALL BE PLACED ON ALL DISTURBED AREAS WITHIN 24 HOURS AND ALL SLOPES
STEEPER THAN 3 :1 SHALL BE STABILIZED WITH GROUND COVER AS SOON AS PRACTICABLE WITHIN 7
CALENDAR DAYS. ALL OTHER DISTURBED AREAS AND SLOPES FLATTER THAN 3:1 SHALL BE STABILIZED
WITHIN 14 CALENDAR DAYS FROM THE LAST LAND- DISTURBING ACTIVITY. PERMANENT SEEDING SHALL BE
PLACED ON ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER COMES
FIRST) FOLLOWING CONSTRUCTION COMPLETION. SEE SHEET 1 -A FOR VEGETATION SELECTION.
6. THE CONTRACTOR MUST ESTABLISH TEMPORARY VEGETATION IN ACCORDANCE WITH THE PLANS AND
TECHNICAL SPECIFICATIONS BEFORE TURNING WATER INTO THE NEW STREAM CHANNEL SEGMENTS.
7. THE CONTRACTOR SHALL WORK IN THE DRY AND UTILIZE A PUMP - AROUND OPERATION OR FLOW DIVERSION
MEASURE AS SHOWN ON THE PLAN SHEETS.
8. THE ENGINEER MUST APPROVE ALL GRADING ACTIVITIES AND GROUNDCOVER STABILIZATION PRIOR TO
RIPARIAN VEGETATION PLANTING.
l..
GOODWIN
1I V� 1 I WOODROW
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TEMPORARY SILT FENCES
STAGING /STOCKPILE AREA
EROSION & SEDIMENTATION CONTROL NOTES:
1. THE CONTRACTOR SHALL INSTALL THE EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON
THE PLANS PRIOR TO ANY GRADING ACTIVITIES. SEE SHEET 3 FOR GENERAL CONSTRUCTION SEQUENCE.
2. THE CONTRACTOR SHALL NOT DISTURB MORE GROUND THAN CAN BE STABILIZED THE SAME DAY.
CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING BUFFER VEGETATION AND CONSTRUCTION
CORRIDOR TO THE EXTENT PRACTICAL. CLEARING AND GRUBBING ACTIVITIES SHALL BE LIMITED TO THE
MINIMAL AMOUNT NECESSARY FOR HAUL ROADS, CHANNEL RELOCATIONS, AND STOCKPILE AREAS.
3. ALL EXISTING ROADS OR FARM PATHS USED FOR CONSTRUCTION ACTIVITES SUCH AS HAUL ROADS AND SITE
ACCESS SHALL BE REPAIRED, IF NECESSARY, TO THE PRE - CONSTRUCTION CONDITION OR BETTER.
4. THE CONTRACTOR SHALL MAINTAIN EROSION AND SEDIMENTATION CONTROL DEVICES IN ACCORDANCE WITH
THE APPROPRIATE EROSION AND SEDIMENTATION CONTROL ORDINANCES. EROSION CONTROL MATTING
SHALL BE INSTALLED ON ALL RESTORED STREAMBANKS AS SHOWN IN THE DETAILS.
5. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED PER THE PLANS AND TECHNICAL SPECIFICATIONS.
TEMPORARY SEEDING SHALL BE PLACED ON ALL DISTURBED AREAS WITHIN 24 HOURS AND ALL SLOPES
STEEPER THAN 3:1 SHALL BE STABILIZED WITH GROUND COVER AS SOON AS PRACTICABLE WITHIN 7
CALENDAR DAYS. ALL OTHER DISTURBED AREAS AND SLOPES FLATTER THAN 3:1 SHALL BE STABILIZED
WITHIN 14 CALENDAR DAYS FROM THE LAST LAND- DISTURBING ACTIVITY. PERMANENT SEEDING SHALL BE
PLACED ON ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER COMES
FIRST) FOLLOWING CONSTRUCTION COMPLETION. SEE SHEET 1 -A FOR VEGETATION SELECTION.
6. THE CONTRACTOR MUST ESTABLISH TEMPORARY VEGETATION IN ACCORDANCE WITH THE PLANS AND
TECHNICAL SPECIFICATIONS BEFORE TURNING WATER INTO THE NEW STREAM CHANNEL SEGMENTS.
7. THE CONTRACTOR SHALL WORK IN THE DRY AND UTILIZE A PUMP - AROUND OPERATION OR FLOW DIVERSION
MEASURE AS SHOWN ON THE PLAN SHEETS.
8. THE ENGINEER MUST APPROVE ALL GRADING ACTIVITIES AND GROUNDCOVER STABILIZATION PRIOR TO
RIPARIAN VEGETATION PLANTING.
DO NOT DISTURB EXISTING WETLANDS
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MARY FRANCES GOODWIN
DB 26521, PG '235
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BAKER PROJECT REFERENCE NO. I SHEET NO.
PROJECT IENGINEER
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APPROVED BY:
DATE:
Michael Baker Engineering Inc.
Michael Baker 8000 Regency Parkway, Suite 600
Cary, NORTH CAROLINA 27518
Phone: [phone]
Fax_ 919.463.5490
N T E R N A TI 0 N A L License #: F -1084
NCEEP ID NO. 96074
THOMAS CREEK
EROSION CONTROL PLAN
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MIC"HAELL GOODWIN
&
MARY FRANCES GOODWIN
PDB 2653, PG 235
IN:0619268591
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INSTALL EROSION CONTROL OF DISTURB
MATTING ALONG ALL CONSTRUCTED ANC
STREAM BANKS (TYP)
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EROSION & SEDIMENTATION CONTROL NOTES: if ROA
DO NOT DISTURB EXISTING WETLANDS
1. THE CONTRACTOR SHALL INSTALL THE EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON
THE PLANS PRIOR TO ANY GRADING ACTIVITIES. SEE SHEET 3 FOR GENERAL CONSTRUCTION SEQUENCE.
2. THE CONTRACTOR SHALL NOT DISTURB MORE GROUND THAN CAN BE STABILIZED THE SAME DAY.
CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING BUFFER VEGETATION AND CONSTRUCTION END PUMP-AROUND
CORRIDOR TO THE EXTENT PRACTICAL. CLEARING AND GRUBBING ACTIVITIES SHALL BE LIMITED TO THE
MINIMAL AMOUNT NECESSARY FOR HAUL ROADS, CHANNEL RELOCATIONS, AND STOCKPILE AREAS.
3. ALL EXISTING ROADS OR FARM PATHS USED FOR CONSTRUCTION ACTIVITES SUCH AS HAUL ROADS AND SITE j
ACCESS SHALL BE REPAIRED, IF NECESSARY, TO THE PRE-CONSTRUCTION CONDITION OR BETTER.
N/F
4. THE CONTRACTOR SHALL MAINTAIN EROSION AND SEDIMENTATION CONTROL DEVICES IN ACCORDANCE WITH
MICHAEL L. GOODWIN
THE APPROPRIATE EROSION AND SEDIMENTATION CONTROL ORDINANCES. EROSION CONTROL MATTING
SHALL BE INSTALLED ON ALL RESTORED STREAMBANKS AS SHOWN IN THE DETAILS. &
"ES GOODWIN
MARY 1:RANC,
5. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED PER THE PLANS AND TECHNICAL SPECIFICATIONS. I(J4
p,
TEMPORARY SEEDING SHALL BE PLACED ON ALL DISTURBED AREAS WITHIN 24 HOURS AND ALL SLOPES t DB 265-3, PG 235
J C)
STEEPER THAN 3:1 SHALL BE STABILIZED WITH GROUND COVER AS SOON AS PRACTICABLE WITHIN 7 PIN:0619268591
CALENDAR DAYS. ALL OTHER DISTURBED AREAS AND SLOPES FLATTER THAN 3:1 SHALL BE STABILIZED
WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. PERMANENT SEEDING SHALL BE
PLACED ON ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER COMES
FIRST) FOLLOWING CONSTRUCTION COMPLETION. SEE SHEET 1-A FOR VEGETATION SELECTION
& /J1
6. THE CONTRACTOR MUST ESTABLISH TEMPORARY VEGETATION IN ACCORDANCE WITH THE PLANS AND
TECHNICAL SPECIFICATIONS BEFORE TURNING WATER INTO THE NEW STREAM CHANNEL SEGMENTS.
co
7. THE CONTRACTOR SHALL WORK IN THE DRY AND UTILIZE A PUMP-AROUND OPERATION OR FLOW DIVERSION 0
MEASURE AS SHOWN ON THE PLAN SHEETS.
8. THE ENGINEER MUST APPROVE ALL GRADING ACTIVITIES AND GROUNDCOVER STABILIZATION PRIOR TO
RIPARIAN VEGETATION PLANTING.
INSTALL EROSION CONTROL
MATTING ALONG ALL CONSTRUCTED
STREAM BANKS (TYP)
BEGIN PUMP-AROUND