20100599 Ver 1_Site Plan_20100723

G?CHLA WAH
A BOG
I?=S'TOI?ATION SITE
HE E SON COUNTY, NORTH CAROLINA
SHEET INDEX
SHEET NO. DESCRIPTION
1 TITLE SHEET
lA SHEETINDEX
2 TYPICAL SECTIONS
3-3C DETAILS
3D QUANTITIES
4-9 PLAN AND PROFILE
PI-P3 PLANTING PLAN
EC-1- EC-5 EROSION CONTROL PLANS
XS-1 CROSS SECTIONS
PROJECT DATA
PREPARED FOR:
CAROLINA MOUNTAIN LAND CONSERVANCY
847 CASE STREET
HENDERSONVILLE, NC 28792
CONTACT: KIERAN ROE
PHONE: [phone]
PREPARED BY:
WOLF CREEK ENGINEERING, PLLC
51 NORTH KNOB LANE
WEAVERVILLE, NC 28787
CONTACT: S. GRANT GINN, P.E.
PHONE: [phone]
SURVEY PREPARED BY:
WAGGONER & RHODES
545 OLD SPARTANBURG RD
HENDERSONVILLE, NC 28792
CONTACT: STEVEN WAGGONER
PHONE: [phone]

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VICINITY MAP
Wolf Cree
ENGINEERING
Wolf Creek Engineering, Pllc
License No. P-0417
51 North Knob Lane
Weaverville, North Carolina 28787
Phone:[phone]
www.wolfcreekeng.com
STREAM DATA
EXISTING CHANNEL LENGTH =1,500 ft
PROPOSED RESTORATION =1,045 ft
DISTURBED AREA =12,64 ac
WETLAND DATA
PROPOSED RESTORATION = 5.62 ac
REVISION LOG
DATE BY REV DESCRIPTION
2" L
01
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PROPOSED SPOIL AREA
SPOIL
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PROPOSED WARD B00
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Wol Creek Engineering
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\ \ tlttllll CAR ENGINEERING & ENVIRONMENTAL CONSULTING
LICENSE y P-0417
-- - - 51 North Knob Lane Asheville, NC 23707
PHONE: [phone] WWW,WOLFCREERENG.COM
_ _
-
mm
oR OCHLAWAHA BOG RESTORATION PROJECT
- 02 7 c amu CAROLINA MOUNTAIN LAND CONSERVANCY
FNCINC
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O SHEET INDEX
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j FEMA?FLOODWAY
PREP'
PROPOSED SPOIL
EROSION CONTROL
MATTING
BANK PROTECTION
SEE DETAIL SHEET 3A
SECTION 1
TYPICAL RIFFLE
NOT TO SCALE
EROSION CONTROL
MATTING
BANK PROTECTION
SEE DETAIL SHEET 3A

WIN WOUT
EROSION CONTROL
MATTING
CL THALWEG EROSION CONTROL
MATTING
S7 JIB ti5
d
vaa
BANK PROTECTION BANK PROTECTION
SEE DETAIL SHEET 3A WIHAI SEE DETAIL SHEET 3A
SECTION 1
TYPICAL POOL
NOT TO SCALE
TABLE 1: SECTION DIMENSIONS

TYPICAL RIFFLE DIMENSIONS POOL DIMENSIONS
REACH
SECTION STATION
WBKF
(ft)
WBOi
(ft)
WiHAL
(ft)
WFP
(ft)
6RIlF
(f!)
di06
(ft)
WIN
(ft)
WOUr
(N)
dPOOL
(ft)
JANKOWSKI TRIB 1 100+63 TO 104+34 8.5 5.95 2 4 0.71 0.51 5.1 4.25 1.1
WARD CREEK 1 104+34 TO 111+55 7.9 6.72 2 4 0.79 0.59 4.75 3.95 1.2
BOG SWALE 30' 4.4 3.72 1 4 0.44 0.34 2.64 2.2 0.66
NOTE: IN LOCATIONS WHERE NATURE VEGETATION EXISTS ADJACENT
TO PROPOSED CHANNEL, THE FLOODPLAIN WIDTH (Ww) SHALL BE
REDUCED AS DIRECTED BY THE ENGINEER.
TABLE 2: MORPHOLOGIC TABLE
REACH JANKOWSKI TRIB WARD CREEK BOG SWALE
STREAM TYPE 35c E5 E5
DRAINAGE AREA (mi') 0.083 0.106 0.019
WBKF(ft) 8.5 7.9 4.4
XSBKF(ft') 4.48 5.18 1.62
dMEAN(ft) 0.53 0.66 0.37
dMAX(ft) 0.71 0.79 0.44
SAVG(ft/ft) 0.0139 0.0012 0.0247
SVALLEY(ft/ft) 0.02 0.0023 0.0233
W/D RATIO 16.0 12.0 12.0
ENTRENCHMENT RATIO >3 >3 >3
SINUOSITY 1.02 1.9 1.06
POOL-TO-POOL RATIO 3.1-3.9 3.78-5.25 2.4-3.25
MEANDER WIDTH RATIO 2 10 2
GENERAL NOTES.TRACTOR
I. CON SHALL PERFORM ALL NECESSARY SUBSURFACE
UTILITY INVESTIGATIONS PRIOR TO COMMENCING CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD
VERIFICATION OF EXISTING CONDITIONS, OBSTRUCTIONS, AND
UTILITIES WHICH MAY AFFECT PROPOSED WORK,
2. ALL MECHANIZED EQUIPMENT OPERATED IN OR NEAR THE
STREAM OR ITS TRIBUTARIES SHALL BE INSPECTED REGULARLY
AND MAINTAINED TO PREVENT CONTAMINATION OF STREAM
WATERS FROM FUELS, LUBRICANTS, HYDRAULIC FLUIDS, OR
OTHER TOXIC MATERIALS.
3. CLEARING AND GRUBBING SHALL BE LIMITED TO THAT WHICH IS
NECESSARY FOR CONSTRUCTION OF THE PROPOSED CHANNEL
AND SHALL BE APPROVED BY THE ENGINEER.
4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFE INGRESS
AND EGRESS FROM SITE FOR ALL VEHICLES, INCLUDING BUT NOT
LIMITED TO, TRAFFIC ON ADJACENT PUBLIC ROADS AFFECTED BY
CONSTRUCTION TRAFFIC.
5. CONTRACTOR SHALL DISPOSE OF ALL WASTE MATERIALS
GENERATED BY CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH
ALL FEDERAL, STATE, AND LOCAL REGULATIONS.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO
EXISTING FACILITIES FROM DAMAGES OCCURRING AS A RESULT
OF CONSTRUCTION ACTIVITIES, ALL REPAIRS SHALL BE TO THE
SATISFACTION OF THE ENGINEER.
7. THE INSTALLATION OF EROSION CONTROL MEASURES AND
PRACTICES SHALL OCCUR PRIOR TO LAND DISTURBING ACTIVITIES
AND BE SUBJECT TO INSPECTION BY THE ENGINEER.
SURVEY
THE COORDINATE SYSTEM IS THE NAD83 STATE PLANE GRID.
CHANNEL CONSTRUCTION NOTES:
1. BED MATERIAL ON RIFFLE SECTIONS SHALL CONSIST OF
SAND EXCAVATED FROM EXISTING CHANNEL. WHERE
INSUFFICIENT BED MATERIAL IS PRESENT IT SHALL BE
SUPPLEMENTED WITH SAND OFF-SITE OR ON-SITE AS
DIRECTED BY THE ENGINEER. OFF-SITE SAND SHALL HAVE
A PHOSPHORUS INDEX BELOW 30.
2. THE CHANNEL BANKS SHALL BE STABILIZED ACCORDING TO
THE BANK PROTECTION DETAILS ON SHEET 3A. PRIORITY
SHALL BE GIVEN TO IMPLEMENTATION OF METHOD 1.
METHODS 2 AND 3 SHALL BE IMPLEMENTED AS DIRECTED
BY THE ENGINEER.
3. DIMENSION TOLERANCES SHALL BE AS FOLLOWS:
WIDTH: +J- 0.5 FT
DEPTH: +/- 0.1 FT
RIFFLE ELEVATIONS: +/- 0.05 FT
POOL ELEVATIONS: + 0.1 FT, - 0.5 FT
4. EXISTING CHANNEL INDICATED TO BE FILLED ON PLANS
SHALL BE BACKFILLED WITH 2 FOOT LIFTS AND COMPACTED
TO IN-SITU SOIL DENSITY. CHANNEL SHALL BE FREE FROM
BRUSH AND ORGANIC DEBRIS PRIOR TO BACKFILLING.
5. PUMP-AROUND OPERATION SHALL BE USED TO DIVERT
FLOW DURING CONSTRUCTION EXCEPT AS ALLOWED BY THE
ENGINEER. ALL EXCAVATION SHALL BE PERFORMED IN THE
DRY OR IN ISOLATED REACHES EXCEPT AS ALLOWED BY
THE ENGINEER.
TREE SURVEY/HARVESUPROTECTION NOTES:
1. WOODY MATERIAL WILL BE HARVESTED ON-SITE FOR USE AS
IN-STREAM STRUCTURES FOR STREAMBANK STABILITY, GRADE
CONTROL, AND AQUATIC HABITAT ENHANCEMENT/RESTORATION.
WOODY MATERIAL INCLUDES BOTH LARGE AND SMALL SIZE
DIAMETER TREES INCLUDING STEM AND ROOT MASS. TREES
WILL BE HARVESTED FROM UPLAND AREAS AS WELL AS ALONG
RECONSTRUCTED STREAM BANKS DURING THE RESTORATION
CONSTRUCTION PROCESS.
2. PREFERRED HARVEST TREES TO BE SELECTED FOR RESTORATION
PURPOSES SHALL FIRST INCLUDE HARDWOOD TREE SPECIES
UNTIL THE QUANTITIES NEEDED FOR STREAM RESTORATION ARE
MET. AREAS SELECTED FOR HARVEST SHALL OCCUR WITHIN
THE LIMITS OF DISTURBANCE AND DELINEATED BY A CERTIFIED
ARBORIST OR OTHER PROFESSIONAL ECOLOGIST/BIOLOGIST.
3. ALL WOODY MATERIALS WILL BE STOCKPILED IN THE APPROVED
STAGING AND STOCKPILE AREAS.
4. IN ALL AREAS WHERE TREES ARE HARVESTED PROPER BMP
AND EROSION AND SEDIMENT CONTROL WILL BE IMPLEMENTED
AND THE AREA IMMEDIATELY STABILIZED WITH TEMPORARY AND
PERMANENT SEEDING/MULCH AS HARVESTING OCCURS.
BACKFILL -\ \
SEE NOTE 1
?PO? P
_??°? y?OR P
FLOW
1O
STRUCTURE INVERT
FOOTER LOG (GRADE PT. ELEV)
FILTER FABRIC
BURY END OF LOG
SILL INTO CHANNEL
BED (SEE TABLE FOR ROOT WAD
'B' MIN)
LOG SILL
PLAN VIEW
NOT TO SCALE
SECURE FABRIC
TO HEADER LOG
FILTER FABRIC / 9ACHFILL
/_ SEE NOTE I
VOIDS SHALL BE
HEADER CHINNED WITH BRUSH
LOG
CHANNEL BED-/ FOOTER LOG
SECTION A-A
NOT TO SCALE
BURY END OF LOG
SILL INTO CHANNEL
BANK (SEE TABLE
FOR 'B' MIN)
2' MIN BACKFILL SHALL BE 12"
(MIN) BELOW EXISTING
CHANNEL BED.
SECTION B-B (ALT 1)
NOT TO SCALE
\? tiJ
BURY END OF LOG
SILL INTO CHANNEL
BANK (SEE TABLE
FOR 'B' MIN)
SECURE FABRIC
TO HEADER LOG
Q6
FILTER FABRIC ?VO
"
BED MATERIAL
AR.
5
HEADER LOG P
(SAND)
TABLE 3: IN-STREAM STRUCTURE DIMENSIONS 17
STRUCTURES LOGS ? -
IMPERVIOUS CLAY BACKFILL
STREAM REACH L B(MIN) TOTAL LOG MIN DIAMETER MAX DIAMETER _
(FT) (FT) LENGTH (FT) (IN) (IN)
PROPOSED CHANNEL BED ?
®

JANKOWSKI CREEK

9

4

17

0

4 FOOTER LOG
T -
VOIDS SHALL BE
CHINKED WITH BRUSH
WARD CREEK 10 4 18 10 14
BOG SWALE 6 3 2 8 2 EXISTING CHANNEL BED-- -
,
NOTES: I. TOTAL LOG LENGTH INCLUDES THE ROOTBALL
2. LOGS USED FOR STRUCTURES SHALL BE HARDWOOD SPECIES.
f- 4'(,11N) L 12" (MIN)
SECTION B-B (ALT 2l
NOT TO SCALE
CHANNEL BED
?? ?-WOVEN FILTER FABRIC
CHANNEL FOOTER LOG
BANK
LOG INLET/OUTLET STRUCTURE
SECTION D-D
NOT TO SCALE
NATURAL GROUND
BANK OF FLOW
--- DIVERSION
BED OF FLOW
DIVERSION
FLOW
BURY END OF LOG-
SILL INTO CHANNEL
BED (SEE TABLE FOR
'B' MIN)
IMPERVIOUS CLAY BACKFILL
LOG SILL W/ IMPERVIOUS BACKFILL
PLAN VIEW
NOT TO SCALE
SECURE FABRIC
FILTER FABRIC TO HEADER LOG ?QQ`v
5 BED MATERIAL
HEADER LOG ? (SAND)
IMPERVIOUS CLAY BACKFILL
CHANNEL BED--/
' VOIDS SHALL BE
CHINKED WITH BRUSH
FOOTER LOG
D?
INVERT ELEVATION
NOTES
L STRUCTURE BACKFILL MATERIAL SHALL CONSIST OF
NO, 57 STONE MIXTED WITH 307 SOIL. WHERE
EXISTING BED MATERIAL IS AVAILABLE AND OF
SUFFICIENT SIZE IT MAY BE USED IN PLACE OF
QUARRY STONE, AS APPROVED BY THE ENGINEER,
FOOTER LOG (5"-12" DIA)
_A D
1 I
? I C
I I
B' (6' MINI
LOG INLET/ OUTLET STRUCTURE
PLAN
NOT TO SCALE
BANK LOG
? SECURE FABRIC
TO HEADER LOG
WOVEN FILTER FABRIC
SAND BED MATERIAL
LOG INLET/OUTLET STRUCTURE
SECTION C-C
NOT TO SCALE
-BANK LOG
y
0.8'
INSTALL BED MATERIAL AFTER -
INSTALLATION OF COIR SOIL-LIFT
R FIBER MATTING
EED AND STRAW MATTING SHALL BE PLACED
TOPSOIL AND SOD IN TRENCH AND BACKFILLED
SALVAGED FROM SITE BANKFULL
BENCH
\ , N LIVE CUTTINGS 6" (MIN)
-r--+-^-?'? FILTER FABRIC
ANCHORS ON

'
: 2' CENTERS
!.,; ...... _
,'.., -... ;.., .,, .'_,
,.:. IN TRENCH
BED MATERIAL -
NOTE: LIVE CUTTINGS SHALL
BE 4' LONG. Y" DIA
SILKY DOGWOOD OR
SILKY WILLOW.
TOE MATTING INTO CHANNEL
BED BY INSTALLING BED
MATERIAL AFTER INSTALLATION
OF MATTING
BED MATERIAL
2"X2"X18" HARDWOOD
STAKES ON 3' CENTERS
BANK PROTECTION - METHOD 1
COIR SOIL-LIFT
NOT TO SCALE
COIR FIBER
MATTING
Y
m
0
MATTING SHALL BE PLACED
IN TRENCH AND BACKFILLED
BANKFULL
BENCH
o
6° (MIN)
SEED AND STRAlll ANCHORS ON
2' CENTERS
TOPSOIL AND SOD IN TRENCH
SALVAGED FROM SITE
ANCHORS ON
3' CENTERS
2"X2"XI8" HARDWOOD
STAKES ON 3' CENTERS
BANK PROTECTION - METHOD 2
SOD AND MAT
NOT TO SCALE
TRANSPLANTED VEGETATIVE
MAT FROM ON-SITE SOURCE
Y
a
m
0
VEGETATIVE MATTING OF w
BANKS SHALL BE INSTALLED o
PRIOR TO BED MATERIAL
SEED AND STRAW BARE
SOIL ACCORDING TO
EROSION CONTROL PLANS
-BANKFULL BENCH
0
BANKFULL
BENCH
STEP 1
WILLOW POSTS
BRUSH TOE
PLAN
NOT TO SCALE
BACKFILL
STEP 4
SOO TRANSPLANTS
-BANK PROTECTION
(SEE DETAILS)
BANKFULL
LAVE CUTTINGS
TOP OF BRUSH
2" ABOVE LOW WATER
1.5' (MIN)
BRUSH FILL-
/
WITH SOIL
3' (MIN) z
3" TO 4" WILLOW POSTS
BRUSH TOE
SECTION
NOT TO SCALE
NOTE: LIVE CUTTINGS SHALL
BE 4' LONG, Y/4" OIA
SILKY DOGWOOD OR
SILKY WILLOW.
SOD TRANSPLANTS
CONSTRUCTED TO
l BANKFULL BENCH
//l //l
BENCH
5 (MIN) PROPOSED GRADE
CLAS
''
llAl '
PROPOSED BED
MATERIAL
FLO
W
PROOSED BACKFILL
-EXISTING CHANNEL BED
A
L
PERVIOU S C1AY
BACKFILL
IMPERVIOUS CLAY PLUG
SECTION
NOT TO SCALE
SOIL BACKFILL
12"(MAX)
4 ?
IMPERVIOUS CLAY
BACKFILL
(MIN)
SUBSURFACE IMPERVIOUS CLAY DIKE
SECTION
NOT TO SCALE
GRADE

, EXISTING BANKS ARE TO BE
..; PROPOSE D GRADE MAINTAINED ANO PROTECTED FROM,
WBOi DAMAGE DURING INSTALLATION OF

BED MATERIAL RAISED BED NATURAL GROUND
NATURAL GROUND

W>NAL
THALWEG
O POSED
PR
2^X2"X18" HARDWOOD BED
X-SLOPE GRADE BACKFILL WITH EXCAVATED BED
STAKES AS REQUIRED NOTES,
I. WHERE THERE IS INSUFFICIENT _ MATERIAL
.' I
" EXISTING BED MATERIAL, MATERIAL BACKFILL TO SUBGRADE ELEVATION
WILL BE SUPPLEMENTED WITH WITH SOIL COMPACTED TO N -SITU
BANK PROTECTION - METHOD 3 - oFF-slrE oR oN-slrE SAND of SOIL DENSITY
SOD MATTING 5 ` COMPARABLE SIZE AS DIRECTED BY
THE ENGINEER EXISTING BED MATERIAL TO BE
(MIN) BANK PROTECTION- .
T
F
RM AN FOR
USED
FE

NOT TO SCALE
BOTTOM OF BED MATERIAL-

CHANNEL
SEE SHEET 2
SEE BANK PROTECTION 2,
HE 8ED
D DIMENSIONS
O
WILL BE ACCORDING TO THE PROPOSED BED I
P
OSSIBLE WITHOUT
SUBGRADE ,
CONSTRUCTION NOTE 1 DETAILS SHEET 3A AND
DESIGN TYPICAL SECTION. DISTURBING THE EXISTING BANKS
CHANNEL CONSTRUCTION 3. THE INSTALLED BED MATERIAL
NOTE 2 SHALL BE A MINIMUM OF 5 INCHES
IN DEPTH.
. RAISED BED
BED MATERIAL DETAIL NOT TO SCALE
NOT TO SCALE
NOTES
1. STRUCTURE BACKFILL MATERIAL, ARMORED RIFFLE
BED MATERIAL, AND RIPRAP BENCH PROTECTION
SHALL BE COMPOSED OF MATERIAL IN THE
FOLLOWING PROPORTIONS AS DIRECTED BY THE
ENGINEER.
MATERIAL % BY VOLUME
12-14 INCH STONE 70%
1-2 INCH STONE 20%
SAND/SILT/SOIL 10%
2. BOULDERS SHALL HAVE MINIMUM DIMENSIONS
(LENGTH X WIDTH X DEPTH) OF 2.5'X1.5'XI.0',

W
DROP STRUCTURE
PLAN VIEW
NOT TO SCALE
GRADE POINT ELEVATION
FILTER FABRIC
BACKFILL HEAD-OF-RIFFLE
SEE NOTE 1 SET HEADER BACK ELEVATION RUN BOULDER SET 10' (MIN)
FLOW ?1?3 TO 1/2 DIA OF 0.2' ABOVE BED TERRACE
HEAD-OF-RIFFLE FOOTER ROCK JOINT ANTED
GRADE POINT ELEVATION ELEVATION LIVE STAKES
(MIN) DENKFULL
POOL PLUNGE Y ARMORED RIFFLE BENCH
POOL . ARMORED RIFFLE
BED MATERIAL
PLUNGE
HEADER ROCK POOL d_
FOOTER ROCK BACKRLL
SEE NOTE I
FILTER FABRIC
NOTE MAX DROP SHALL BE 0.3 FT
STONE DEPTH 18"
DROP STRUCTURE SECTION E-E
PROFILE VIEW NOT TO SCALE
NOT TO SCALE
PE AND
NDICATED
=ETS
TOP OF DITCH
TOE OF DITCH
TOE OF DITCH
TOP OF DITCH
12" STONE (TYP)
(CLASS 8 RIPRAP)
AGGREGATE
BASE COURSE 12^ STONE (TYP)
12° (MIN) ?(CLASS B RIPRAP)
PIPE SIZE, TYPE AND
NUMBER AS INDICATED
ON PLAN SHEETS
7 -FILTER FABRIC (TYP) --PIPE FOUNDATION
MATERIAL
PERMANENT CROSSING (PIPE)
SECTION
NOT TO SCALE
6" AGGREGATE
BASE COURSE ////'''' PIPE SIZE, TYPE AND
IN NUMBER AS INDICATED
O.D. OF PIPE COVER ON PLAN SHEETS
(MIN)
2' (MIN) -APPROVED BACKFILL OR SELECT
BACKFILL MATERIAL.
4" (MIN) LOOSELY PLACED APPROVED
SUITABLE LOCAL MATERIAL OR SELECT
MATERIAL FOR PIPE FOUNDATION.
PERMANENT CROSSING (PIPE)
SECTION
NOT TO SCALE
3' (MIN)
NATURAL GROUND NATURAL GROUND
777,11
J'7 Mp'R?
MqA, 6" (MIN) 3'A
NATURAL
GROUND
EXISTING DITCH
STREAM CROSSING
ROAD SURFACE
)SED 30" CUP
NATURAL GROUND
2" (MIN)
T STONE (TYP)
12" (MIN) (CLASS B RIPRAP)
FILTER FABRIC
BACKFILL
MATERIAL
RIPRAP APRON - SECTION F-F
NOT TO SCALE
VARIES
4' (MIN)
GENTLY DITCH - SECTION
NOT TO SCALE
COIR FIBER
MATTING
NATURAL GROUND
N
INLET?OUTLET SWALE - SECTION - SECTION
NOT TO SCALE
PERMANENT CROSSING (PIPE)
PLAN VIEW
NOT TO SCALE
RIPRAP APRON - PLAN
NOT TO SCALE
VARIES
SUMMARY OF
EARTHWORK
IN CUBIC YARDS
_ EARTHWORK TOTALS

I_ C" N
I _
139R0
VASIE
WARD BOG 9106.7 0,0 0.0 91057
WARD DITCH 0.0 2510.2 25102 0,0
WARD CREEK 155.0 0,0 0.0 155.0
BENTLY DITCH 1531.1 0.0 0.0 1537.1
EXPANSION 25% 2699.7 0.0 0.0 2699.7
PROJECT TOTALS 134995 2510.2 2510.2 13498.5
NOTE:, APPROXIMATE QUANTITIES ONLY
NO OFFSITE BORROW OR WASTE
ESTIMATED QUANTITIES
OCHLAWAHA BOG RESTORATION PROJECT
CONSTRUCTION MATERIALS ESTIMATE
ITEM QUANTITY UNITS
MOBILIZATION I LS
CONSTRUCTION SURVEYING 1 LS
CHANNEL EXCAVATION 155 CY
FLOODPLAIN GRADING 13305 CY
TEMPORARY PIPE (30" CMP) 60 LF
- PERMANENT PIPE (18" RCP) 32 LF
PERMANEVTPIPE (24"RCP) 72 LF
PERMANENT PIPE (30" RCP) 36 LF
AGGREGATE BASE COUSE 40 TON
SAND 25 TON
1/2" STONE o,57) 98 TON
2"STONE (Surge or No. 2) 5 TON
6" STONE (Class A) 55 TON
1 12" STONE (Class B) 384 TON
ON-SITE BED MATERIAL EXCAVATION 37 CY
IMPERVIOUS CLAY PLUGS 560 CY
BOULDERS (1.5.2.0 It Width 23 TON
LOG VANES 44 EA
TRANSPLANTS 84 EA
ROOTWADS 4 EA
LIVE STAKES 501 EA
BARE ROOT SEEDLINGS 6983 EA
FILTER FABRIC 974 SY
RUBBERIZED SHEETING 267 SY
SR.TFENCE 2137 LF
WORK ZONE SIGNS 2 EA
PERM SEEDING 492 LB
TEMP SEEDING 310 LB
MULCHING(STRAWBALES) 620 EA
EROSION CONTROL MATTING(COIR-Woven) 2164 SY
STILLING BASIN 7 EA
PUMP-AROUND 1 LS
PLUG OR REMOVE EXISTING I8"CMP I EA
NOTE: APPROXIMATE QUANTITIES ONLY

`??
= RECONSTRUCT BERM T0
?
pQ EXISTING DIMENSIONS AFTER
pJ? INSTALLATION OF PIPE

PROPOSED 40' - 24" CMP
INV I
EL 2087.50
t
\ T
INV OUT EL 2087.46 li
PROPOSED
SPOIL
BENTLY TRACT
j

FFM
q
F
(001%,81
L, \ EXISTING WARD DITCH
1
TIE TO EXISTING
WARD DITCH
\; ?V INV EL 2088.30

MUCK FILLED DEPRESSIONS AND AREAS OF SEEP
FLOW ARE TARGETED FOR REINTRODUCTION OF
BUNCHED ARROWHEAD. REMOVAL, RELOCATION, AND
REINTRODUCTION OF BUNCHED ARROWHEAD SHALL BE
DONE BY OTHERS AND IS NOT A PART OF THIS
CONSTRUCTION CONTRACT.
EXISTING
SEEP 3
-PROPOSED PERMANENT
PIPED CROSSING
1 ® 32' - 24" CMP
PROPOSED BENTLY DITCH
SEE DETAIL SHEET 3C
SLOPE = 0.100%
\rSNi iirrr; rry ENwO RINGESE MENTAL ee Y1 # P-0417
aNSULTmc
\ ?'?.. _ `\ \\ ®
PHONE: [phone] ?HBWWW.WOLFCREEKENG.COM
E4L _ °P01P' OCHLAYFAHA BOG RESTORATION PROJECT
0 1767 c ?rc CAROLINA MOUNTAIN LAND CONSERVANCY
PLAN
GRANT G? p r
\L'H }'? rrrllnplrPO eewen rco saesr sm
AS NOTED ?CLIE
?.
7/14/20 10 m Ecc 1044 4
?-
PLUG AND ABANDON OR REMOVE
EXISTING 40'- 18" CMP
EXISTING MUD CREEK
LOCATION KEY
PROPOSED 30' GORDON
RIGHT-OF-WAY ACCESS

EXISTING SUBSURFACE
IRRIGATION PIPE
\ TO REMAIN
PROPOSED WARD
PROPOSED 300' BOG RESTORATION
SUBSURFACE
IMPERVIOUS DIKE ti
?
)PE VARIES V
r7?
DEPRESSION
10:1 (MAX)
20:1 (MIN) 0

0 (MUCK FILL)
LOG DIVERSION
0° y
ti
9

w w
w w ?
w w w
w '`w w
w w w\ w
w w w?
w w w w
w w w
w
w \
,VO ti 1^i .,?.
BACKFILL EXISTING
WARD DITCH
(COMPLETE)
SILL LOGS

?j
TREE W/ ROOT FAN
AND DEPRESSION
(MUCK FILL)
PROPOSED
/ SPOIL

WIDTH 60'
x-,
w BOG SWALE,&w w
w w w w W
w w EXISTING '1' w
w JANKOWSKI,A w
WETLANDS d
w w w
y w w JJ0
w
LEGEND
PROPOSED
JANKOWSKI TRIB
l /SEE SHEETS 5 & 6

I1
I i

I60 0 60 180
SCALE IN FEET
PROPOSED
SPOIL
- OXBOW (MUCK FILL)
SLOPE VARIES j
10:1 (MAX) PROPOSED 135'
20:1 (MIN) SUBSURFACE
IMPERVIOUS DIKE
PROPOSED
PIPE
Oti 1 © 32' - 18 CMP
ti0 DROP STRUCTURES ?SEE DETAIL SHEET 3B i
o AND SHEET 9
RIPRAP APRON
SEE DETAIL SHEET 3C
lREMOVE & REPLACE /
PROPOSED EXISTING CMP
WARD CREEK
1 ®36' - 30" CMP
PROPOSED
;BACKWATER
% POOL
NOTES:
1. EXISTING MUCK LOCATED IN PORTIONS OF WARD
DITCH DESIGNATED FOR BACKFILLING SHALL BE
EXCAVATED AND STOCKPILED IN EXCAVATED PITS.
PITS SHALL BE SUFFICIENTLY DEEP TO PREVENT
i
MUCK FROM DRYING OUT. CONTRACTOR SHALL
COVER, PROVIDE ADDITIONAL WATER, AND TAKE j
WHATEVER MEASURES NECESSARY TO MAINTAIN
MOISTURE CONTENT OF MUCK AS DIRECTED BY THE I
ENGINEER.
2.DEPRESSIONAL AREAS THAT ARE NOTED WITH MUCK
FILL SHALL BE OVER-EXCAVATED 6" TO 12 "
BELOW THE INDICATED FINISHED GRADE ELEVATION
AND BACKFILLED WITH MUCK SALVAGED FROM WARD
DITCH.
CUT
FILL
PROPOSED
STREAM
RESTORATION
EXISTING
WETLANDS
PROPERTY
BOUNDARY
TRANSPLANTS
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Wolf Creek Engineering
ENGINEERING & ENVIRONMENTAL CONSULTING
LICENSE N0. P-0417
51 N-th Hnob Lane Weaverville, NC 28787
O J GO w PHONE: [phone] WWW.WOLFCREEKENG.COM
BEGIN CONSTRUCTION O J O W x +oi O
Haan OCHLAWAHA BOG RESTORATION PROJECT
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2090 1
2085 2085
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FULL SIZE PLAN - HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1' HALF SIZE PLAN - HORIZONTAL: 1" = 20' VERTICAL:1" = 2' WARD CREEK
Wol{Creek Engineering
ENGINEERING & ENVIRONMENTAL CONSULTING

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m
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PLAN M 6Y
6' LIVE STAKE SPACING/
3' ROW SPACING
3' LIVE STAKE SPACING/
3' ROW SPACING
ROW
LIVE STAKE SPACING
SPACING
BUDS FACING UPWARD SQUARE CUT TOP
LIVE CUTTING
MIN. ,h" DA
ANGLE CUT 30 - 45 OEGREE
LIVE sT!E DETAIL

NUMBER OF LIVE STAKE ROWS
CHANNEL

DEPTH INSIDE

TANGENT OUTSIDE
(FT) OF BEND OF BEND
0 - 1.5 1 1 2'
1.5-2.5 2 2 3
2.5 - 3.5 3 3 4
51AKINU HAIILKN
NOT TO SCALE
c :T>9
IST LIVE STAKE ROW
SET 1.5' FROM TOE
ON INSIDE OF BEND
?- IST LIVE STAKE ROW SHALL BE
AT LEAST 1.5' FROM TOE OF
RIFFLE SECTION CHANNEL OR AT TOP OF BANK,
WHICHEVER DISTANCE IS SHORTER
NOT TO SCALE
POOL SECTION
NOT TO SCALE
1ST LIVE STAKE ROW
SET AT EDGE OF LOW
WATER ON OUTSIDE
OF BEND
TREES SHRUBS
Common Name Scientific Name Common Name Scientific Name
Black Willow Selix nigra
Elderberry Sambucus cenadensis
Silky Willow Selix sericee
Tag alder At= Serruleta

TR

EES Yellowmot

SHR X-thenhlza edif.Y.
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Common Name Scientific Name Common Name Scientific Name
Basswood Tike amedcana Spcebush L'ndem benzaln
Tulip poplar litiodenftn tulipilera Sweetshmb Calycanthus tloddus
American beech Tagus grandifohe Wlld hydrangea Hydrangea arhorescens
Northern red oak Quercus rubra Witch hazel Hamamells Wrglntana
Ironwood Carpinus carolinlane Tag alder Alnus Senulate
Staghom sumac Rhus t e Mountain doghobble Leucdhoe axillaris
Smooth s.Nceberry Amolanchierleeuis
Common sllverball HWesia tetreptere
White oak Quercus albs
R.r perch Betula nigra
Sycamore Pletenus occidentalis
Black willow Salix nigra
Greenaeh Frsdnus perrrrsyKrnnica

TR
EES r
SHR
UBS
Common Name Scientific Name Common Name Scientific Name
Sycamore Pletanua occidentetis chokebeny Amnia erbutilolia
Tulip poplar ?ricdeMron tWipilem silky dogwood Comus amomum
Fiver birch Betule nigra interbemy flex verticilleta
Black willow Salix nigra southern arro v ood Vfbunum ctmatum
Possumhaw Ilex decidue
PLANTING NOTES:
BARE ROOT PLANTINGS
1. PLANT BARE ROOT SHRUBS AND TREES IN AREAS IN INDICATED
ON THE PLANS,
2. PROVIDE 10 TO 13 OF SPACING BETWEEN PLANTS,
3. LOOSEN COMPACTED SOIL AND PLANT IN HOLES FORMED WITH A
MATTOCK, DIBBLE BAR OR EQUAL,
4. PROVIDE PLANTING HOLE SUFFICIENT IN SIZE AND DEPTH TO
PREVENT CROWDING OF ROOTS.
5. ROOTS SHALL BE KEPT MOIST DURING TRANSPROTATION,
DISTRUSTION, AND INSTALLATION.
6. PLANTS SHALL BE HEELED-IN INTO MOIST SOIL IF NOT
PROMPTLY PUNTED AFTER DELIVERY TO THE PROJECT SITE.
LIVE STAKES:
1. STAKES SHOULD BE CUT AND INSTALLED ON THE SAME DAY.
2. STAKES THAT ARE SPLIT SHALL NOT BE INSTALLED.
3. STAKES SHALL BE INSTALLED PERPENDICULAR TO THE BANK AND
WITH BUDS POINTING UPWARDS.
4. STAKES SHALL BE Y2 TO 2 INCHES IN DIAMETER AND 2 TO 3
FEET IN LENGTH,
5. AFTER INSTALLATION, THE TOP PORTION OF STAKES SHALL BE
PRUNED WITH A SQUARE CUT LEAVING NO LESS THAN 3 INCHES
AND NO MORE THAN 6 INCHES ABOVE THE GROUND.
NOTE: PLANTING DENSITIES WILL BE DETERMINED IN COORDINATIION
WITH U.S. FISH AND WILDLIFE SERVICE
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` Wol{Creek Engineering
ENGINEERING $ ENVIRONMENTAL CONSULTING
1 - `av 1N G / vv L4CENSE NO. P-0417
_ 51 North Knob Lane Weaverville, NC 28787
1 !? PRONE: [phone] RWW WOLFCREEKENG.COM
Po- OCBLAWARA BOG RESTORATION PROJECT
\ 2177 - °AXBA CAROLINA MOUNTAIN LAND CONSERVANCY
PLANTING PLAN
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PROPERTY
BOUNDARY
STREAMSIDE PLANTING
BUFFER PLANTING
W W w W
W W w W WETLAND PLANTING
Wolf Creek Engineering
Nllur:i? i ENGINEERING & ENVIRONMENTAL CONSULTING
LICENSE N0. P-0417
61 N -1h Knob Lane Weavecville, NC 20767
PHONE: [phone] WWW.WOLFCREEKENG.COM
EAL - A0"'ti7 OCHLAIVAHA BOG RESTORATION PROJECT
c 0 7767 = en CAROLINA MOUNTAIN LAND CONSERVANCY
s??cl"??a? PLANTING PLAN
°o,?RANT
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9/14/2610 -SGG 1044 6XP-3
LOCATION KEY

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W W y W W W W W W W W W W ?I W W y YY W W A
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y y y 'WARD BOG y y y ro
y y
W W W y y W W y / y y y y W y+ y W O
W W Wly W W W W W W W W y W W W y y IY W W W y ??? U)
y
y W ? y y W y W W y W y y W y W WS.-W ?? y W e?? y y?11? ???
yyyyyl..y._Wyy..y_y.yy...Wy--?,?yWyyyyyyyyyyyyy1'yy yyy WyW //yyyy yyyyy \?`t m `L
y- W ii W y y W W W y W U)\
W y W W W y- y y W y y y w? y y W ????
y m
W W W t--- '? W y y y W y? y W W W W y EXISTING
y W W W W W W W y W- y W W W
WdENKOWSK
W y W y W W W y W fu: y y y v/ W y y y WETLANDS
y W y W W W W y ? W W W % W W W W W W W W W
W W W W W W ?V W y W W W y y y
W W W y W /v'/'\Yf /?f . W W W
W W W W i rW y y W y W y W
W W W ?y y y y W W
'?W W W W? w Wi y y W W
w? W W W y W? W y
y W W y W W W y y y
l??/ y W W W W W y y
W y y? W W y W y W
W W /?I W ?? ? W W W W
W W
/ W y W
W EXISTING
SEEP 3
50 0 50 150 \
1?.
SCALE M FEET

LEGEND
PROPOSED
STREAM RESTORATION
PROPERTY
BOUNDARY
STREAMSIDE PUNTING
BUFFER PUNTING
1? W W W W
W W ? W WETLAND PLANTING
GRAPHIC SCALES
SHEET
SHEET NO.
EC-1
EC-2
EC-3
EC-4 - EC-5
PROJECT DATA
INDEX
DESCRIPTION
TITLE SHEET
INDEX
DETAILS
EROSION CONTROL PLANS
PREPARED FOR:
CAROLINA MOUNTAIN LAND CONSERVANCY
847 CASE STREET
HENDERSONVILLE, NC 28792
CONTACT: KIERAN ROE
PHONE: [phone]
PREPARED BY:
WOLF CREEK ENGINEERING, PLLC
51 NORTH KNOB LANE
WEAVERVILLE, NC 28787
CONTACT: S. GRANT GINN, P.E.
PHONE: [phone]
SURVEY PREPARED BY:
WAGGONER & RHODES
545 OLD SPARTANBURG RD
HENDERSONVILLE, NC 28792
CONTACT: STEVEN WAGGONER
PHONE: [phone]
EROSION CONTROL PLANS
EROSION CONTROL INDEX
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VICINITY NEAP
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ENGINEERING
Wolf Creek Engineering, Pllc
License No. P-0417
51 North Knob Lane
Weaverville, North Carolina 28787
Phone: [phone]
www.wolfcreekeng.com
REVISION LOG
DATE BY REV OESCRIP?ON
SEAL
021767 _-
EE?
F"GIN
ANT 012
7-2v_r°
PR CT GIIVEER
50 0 50 150
SCALE IN FEET
100 0 100 300
SCALE IN FEET
STREAM DATA
EXISTING CHANNEL LENGTH =1,500 ft
PROPOSED RESTORATION =1,045 ft
DISTURBED AREA =12.64 ac
WETLAND DATA
PROPOSED RESTORATION = 5.62 ac
CONSTRUCTION SEQUENCE
THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF CONSTRUCTION IN
ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER.
THE CONTRACTOR SHALL CONDUCT STREAM WORK, INCLUDING INSTALLATION OF
IN-STREAM STRUCTURES, GRADING, STABILIZATION MEASURES, AND SEEDING AND
MULCHING, ON A SECTION OF STREAM THAT CAN BE ENTIRELY COMPLETED IN A
SINGLE DAY.
1. THE CONTRACTOR SHALL IDENTIFY THE PROJECT BOUNDARY, LIMITS OF
DISTURBANCE, SENSITIVE AREAS, STAGING AREAS, AND CONSTRUCTION
ENTRANCES WITH THE ENGINEER.
2. THE CONTRACTOR SHALL PREPARE STABILIZED CONSTRUCTION ENTRANCES AS
INDICATED ON THE PLAN.
3. THE CONTRACTOR SHALL MOBILIZE EQUIPMENT, MATERIALS, PREPARE STAGING
AREAS, AND STOCKPILE AREAS AS SHOWN ON THE PLANS.
4. CONSTRUCTION TRAFFIC TO BE LIMITED TO 'LIMITS OF DISTURBANCE'AS
INDICATED ON THE CONSTRUCTION PLANS AND AS DIRECTED BY THE
ENGINEER.
5. THE CONTRACTOR SHALL INSTALL ALL TEMPORARY ROCK CHECK DAMS, SILT
FENCE, TREE PROTECTION FENCE, AND MULCHING AROUND ALL CONSTRUCTION
AREAS INCLUDING STAGING AND STOCKPILE AREAS AS INDICATED ON THE
CONSTRUCTION PLANS AND AS DIRECTED BY THE ENGINEER.
6. THE CONTRACTOR SHALL INSTALL ALL TEMPORARY STREAM CROSSINGS AS
SHOWN ON THE PLANS.
7. PRIOR TO DEWATERING ANY STREAM OR DITCH LOCATED WITHIN PROJECT
EXTENTS, CONTRACTOR WILL COORDINATE WITH U.S. FISH & WILDLIFE SERVICE
TO ENSURE PROPER CARE HAS BEEN TAKEN TO REMOVE FISH FROM
STREAMS AND DITCHES.
S. THE CONTRACTOR SHALL EXCAVATE PROPOSED BENTLY DITCH IN-THE-DRY
AND INSTALL RIPRAP OUTFALL AS INDICATED ON THE CONSTRUCTION PLANS.
9. THE CONTRACTOR SHALL INSTALL TEMPORARY IMPERVIOUS DIKES to & 1B
AND DEWATER REACH OF EXISTING WARD DITCH BETWEEN JANKOWSKI TRIG
AND CONSTRUCTION ENTRANCE. EXISTING SAND AND MUCK SUBSTRATE
MATERIAL SHALL BE HARVESTED AND STOCKPILED IN PITS AS INDICATED ON
THE CONSTRUCTION PLANS. THE CONTRACTOR SHALL REMOVE TEMPORARY
IMPERVIOUS DIKES to & 1B.
10. THE CONTRACTOR SHALL INSTALL TEMPORARY IMPERVIOUS DIKES 2A & 2B
AND DEWATER REACH OF EXISTING WARD DITCH BETWEEN EXISTING SEEP 3
AND JANKOWSKI TRIB. EXISTING MUCK SUBSTRATE MATERIAL SHALL BE
HARVESTED AND STOCKPILED IN PITS AS INDICATED ON THE CONSTRUCTION
PLANS. THE CONTRACTOR SHALL REMOVE TEMPORARY IMPERVIOUS DIKES 2A
& 2B.
11. THE CONTRACTOR SHALL INSTALL TEMPORARY IMPERVIOUS DIKES 3A & 3B,
DEWATER AND CONSTRUCT JANKOWSKI TRIB IN-THE-DRY WITH A
PUMP-AROUND AS INDICATED ON THE CONSTRUCTION PLANS BEGINNING AT
THE UPSTREAM END AND WORKING DOWN. THE CONTRACTOR SHALL REMOVE
TEMPORARY IMPERVIOUS DIKES 3A & 3B.
12. THE CONTRACTOR SHALL INSTALL TEMPORARY IMPERVIOUS DIKE 4A TO
FORCE FLOW FROM JANKOWSKI TRIB OUT THROUGH BENTLY DITCH.
CONTRACTOR SHALL INSTALL TEMPORARY IMPERVIOUS DIKE 4B AND DEWATER
REACH OF EXISTING WARD DITCH BETWEEN JANKOWSKI TRIB AND
DOWNSTREAM LIMITS OF WARD CREEK CONSTRUCTION. THE CONTRACTOR
SHALL INSTALL DROP STRUCTURES. THE CONTRACTOR SHALL INSTALL
PROPOSED SUBSURFACE IMPERVIOUS DIKE AS INDICATED ON THE
CONSTRUCTION PLANS, THE CONTRACTOR SHALL REMOVE AND REPLACE 30"
CMP AND SHALL INSTALL 18" FLOODPLAIN PIPE AS INDICATED ON THE
CONSTRUCTION PLANS. THE CONTRACTOR SHALL REMOVE TEMPORARY
IMPERVIOUS DIKE 46. TEMPORARY IMPERVIOUS DIKE 4A SHALL REMAIN TO
SERVE AS TEMPORARY IMPERVIOUS DIKE 58.
13. THE CONTRACTOR SHALL CONSTRUCT PROPOSED WARD CREEK IN-THE-DRY
FROM THE DOWNSTREAM END WORKING UP AS INDICATED ON THE
CONSTRUCTION PLANS. THE CONTRACTOR SHALL REMOVE EXISTING SPOIL
PILES AND COMPLETELY BACKRLL EXISTING WARD DITCH BETWEEN PROPOSED
30" CMP AND JANKOWSKI TRIB AS INDICATED ON THE CONSTRUCTION PLANS
ACHIEVING COMPACTION AS DIRECTED BY THE ENGINEER.
SITE LOCATION: LAT = 35.29133 N
LONG = -82.46290 W
SITE FEATURES: RIVER BASIN: FRENCH BROAD
DISTURBED AREA DELINEATED WITH AUTOCAD
RECEIVING WATERS: MUD CREEK, CLASS "C"
RE-VEGETATED ACREAGE = 24.85 AC
SITE SOILS: CODORUS LOAM
HAYESVILLE LOAM
TOXAWAY SILT LOAM
EDNEYVILLE FINE SANDY LOAM
100 0 100 300
14. THE CONTRACTOR SHALL INSTALL TEMPORARY IMPERVIOUS DIKES 5A & 5C
AND DEWATER TIE-IN AREA BETWEEN JANKOWSKI TRIB AND WARD CREEK TO
MAKE CONNECTION IN-THE-DRY. THE CONTRACTOR SHALL REMOVE
TEMPORARY IMPERVIOUS DIKES 5A & 5B. TEMPORARY IMPERVIOUS DIKE 5C
SHALL REMAIN TO SERVE AS TEMPORARY IMPERVIOUS DIKE 6B.
15. THE CONTRACTOR SHALL INSTALL TEMPORARY IMPERVIOUS DIKE 6A AND
DEWATER REACH OF EXISTING WARD DITCH BETWEEN EXISTING SEEP 3 AND
JANKOWSKI TRIG. THE CONTRACTOR SHALL EXCAVATE WARD BOG TO DESIGN
GRADES, INSTALL BOG HABITAT FEATURES IN-THE-DRY, AND COMPLETELY
BACKFILL EXISTING WARD DITCH AS INDICATED ON THE CONSTRUCTION PLANS
ACHIEVING COMPACTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR
SHALL REMOVE TEMPORARY IMPERVIOUS DIKE 6B. TEMPORARY IMPERVIOUS
DIKE 6A SHALL REMAIN TO SERVE AS TEMPORARY IMPERVIOUS DIKE 78.
16. THE CONTRACTOR SHALL INSTALL TEMPORARY IMPERVIOUS DIKES 7A & 7C,
AND DEWATER & BACKFILL THE REACH OF EXISTING WARD DITCH AT SEEP 3.
THE CONTRACTOR SHALL EXCAVATE SPOIL PILE AND BERM ADJACENT TO SEEP
3 AND CONNECT SEEP 3 TO WARD BOG IN THE DRY. THE CONTRACTOR
SHALL REMOVE TEMPORARY IMPERVIOUS DIKES 7A, 78, & 7C.
17. THE CONTRACTOR SHALL INSTALL PROPOSED SUBSURFACE IMPERVIOUS DIKE
ADJACENT TO GENTLY DITCH AS INDICATED ON THE CONSTRUCTION PLANS.
18. THE CONTRACTOR SHALL NOT DISTURB ANY MORE FLOODPLAIN AREA LARGER
AND STREAM REACH LONGER THAN CAN STABILIZED IN ONE DAY.
19. ONCE A SECTION OF STREAM AND FLOODPLAIN HAS BEEN EXCAVATED TO
DESIGN GRADES, IN-STREAM STRUCTURES, MATTING, AND TRANSPLANTS SHALL
BE INSTALLED IN THAT SECTION ACCORDING TO THE PLANS AND AS DIRECTED
BY THE ENGINEER.
20. THE CONTRACTOR SHALL BEGIN INSTALLING IN-STREAM STRUCTURES FROM
THE UPSTREAM SECTION WORKING DOWNSTREAM OR AS DIRECTED BY THE
ENGINEER. ALL CONSTRUCTION WORK IS TO BE PERFORMED IN THE DRY
UNLESS OTHERWISE DIRECTED BY THE ENGINEER OR OTHER REGULATORY
AGENCY. IF EXCESSIVE SEDIMENTATION DOWNSTREAM BECOMES A CONCERN,
THE ENGINEER OR PROJECT MANAGER IN CHARGE MAY DIRECT THE
CONTRACTOR TO INSTALL A TEMPORARY ROCK CHECK DAM AND SETTLING
BASIN DOWNSTREAM. THIS AREA IS TO BE MAINTAINED ON A REGULAR BASIS
BY THE CONTRACTOR.
21. ONCE A STREAM WORK OR WETLAND GRADING PHASE IS COMPLETE, THE
CONTRACTOR WILL APPLY TEMPORARY SEEDING, PERMANENT SEEDING, AND
MULCH TO ALL AREAS DISTURBED DURING CONSTRUCTION. TEMPORARY AND
PERMANENT SEEDING MIXTURES WILL BE APPLIED AS SHOWN ON THE
PLANTING PLAN. TEMPORARY SEEDING WILL BE APPLIED IN ALL AREAS
SUSCEPTIBLE TO EROSION SUCH THAT GROUND COVER IS ESTABLISHED
WITHIN 30 WORKING DAYS FOLLOWING COMPLETION OF ANY GRADING PHASE.
PERMANENT GROUND COVER WILL BE ESTABLISHED FOR ALL DISTURBED
AREAS WITHIN 15 WORKING DAYS FOLLOWING COMPLETION OF CONSTRUCTION.
22. ALL SEEDING AND MULCHING SHALL BE COMPLETED BEFORE LEAVING THE
PROJECT SITE ALONG WITH REMOVAL OF ANY TEMPORARY STREAM CROSSINGS
AND TEMPORARY CHECK DAMS.
23. THE CONTRACTOR OR OTHER QUALIFIED PERSONNEL SHALL PLANT ALL
WOODY VEGETATION AND INSTALL LIVE STAKING ACCORDING TO THE PLANTING
DETAILS AND SPECIFICATIONS. ALL PERMANENT SEEDING AND PLANTINGS
SHALL BE PERFORMED DURING THE APPROPRIATE TIME OF YEAR.
24. THE CONTRACTOR SHALL INSURE THAT THE SITE IS FREE OF TRASH AND
LEFTOVER MATERIALS PRIOR TO DEMOBILIZATION OF EQUIPMENT FROM THE
SITE.

COMMON NAME ?y
SCIENTIFIC NAME
SEEDING DENSITY
lbstacre
PERCENT OF MIX
BROOM SEDGE Andropogon vi4nicus 4.5 15
DEER TONGUE Panicum clsndestinum 4.5 15
SWITCH GRASS Pardcum Vrgatum 4,5 15
INDIAN GRASS Sarhgastrum nWans 6 20
EASTERN GAMIA GRASS Ttipsecum dacMoides 7.5 25
JOE-PYE-WEED Eupatodum (stulosum 3 10
TOTALS 30 100%
PLANTING DATES SEED TYPE SEEDING DENSITY
Ibsiam
JAN1-MAY1 WHEAT OR RYE GRAIN 30
MAY 1-AUG 15 BROWN TOP MILLET 10
AUG15-DEC31 WHEAT OR RYE GRAIN 30
NOTES:
1. FERTILIZER (10-10-10) SHALL BE APPLIED AT A RATE
OF 1,000 LBS/AC. AS REQUIRED BY SOIL CONDITIONS.
2. STRAW MULCH SHALL BE APPLIED AT THE TIME OF
SEEDING AT A RATE OF 4,000 LBS/AC.
PINu9567780850
- ,0
PROPERTY OF
JOHN GOULD
',PIN 9567774925;
PROPERTY OF
WILLIAM GUERARD
PIN 9567698104 II
i
I
it
I
i
PROPERTY OF
T PATRICIA SIMPSON
GENERAL NOTES
I . THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH SEQUENCE OF CONSTRUCTION
ALL STATE AND LOCAL CODES CONCERNING EROSION CONTROL FOR TYPICAL PUMP-AROUND
MEASURES ON AND OFF SITE.
2. TEMPORARY SILT FENCE SHALL BE UTILIZED FOR ALL STOCK PILE TEMPORARY i. INSTALL STILLING BASINS. .
AND STAGING AREAS. FLEXIBLE HOSE 2. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL HOSE.
EROSION CONTROL MEASURES IN GOOD WORKING ORDER. ALL 3. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN
EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND IMPERVIOU S PUMPING OPERATIONS FOR STREAM DIVERSION.
WITHIN 24 HOURS FOLLOWING ANY SIGNIFICANT STORM EVENT. IF DIKE 4. PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING
ANY MEASURE 1S FOUND TO BE DAMAGED, DEFICIENT, OR APPARATUS. DEWATER ENTRAPPED AREA.
UNSTABLE IT SHALL BE REPAIRED IMMEDIATELY. 5. PERFORM STREAM RESTORATION WORK IN
4. ALL SILT BASINS, SILT TRAPS, AND SEDIMENT BASINS SHALL BE
EXISTING
ACCORDANCE WITH THE PLANS.
CLEANED OUT WHEN HALF OF THE CAPACITY HAS BEEN REACHED. CHANNEL 6. EXCAVATE ANY ACCUMULATED SILT AND DEWATER
5. TEMPORARY AND PERMANENT SEEDING OF DISTURBED AREAS BEFORE REMOVAL OF IMPERIOUS DIKES. REMOVE
SHALL BE APPLIED TO ALL DISTURBED AREAS IN ACCORDANCE IMPERVIOUS DIKES, PUMPS, AND TEMPORARY FLEXIBLE
WITH THE SPECIFICATIONS AND AREAS WILL BE RE-SEEDED AS HOSE. (DOWNSTREAM DIKE FIRST).
NECESSARY TO MAINTAIN ADEQUATE VEGETATIVE COVER. 7. ALL GRADING AND STABILIZATION MUST BE COMPLETED
6. A PUMP-AROUND OPERATION SHALL BE USED TO DIVERT FLOW WITHIN THE PUMP-AROUND AREA BETWEEN THE
DURING CONSTRUCTION. IMPERVIOUS DIKES. THE CONTRACTOR IS
7. A GRAVEL CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT ALL RESPONSIBLE FOR DETERMINING THE LOCATION OF
ACCESS POINTS FROM ANY PUBLIC ROAD. THE IMPERVIOUS DIKES.
8. CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO AREA INSIDE THE 8. REMOVE STILLING BASINS AND BACKFILL. STABILIZED
CONSERVATION EASEMENT AND THE TEMPORARY CONSTRUCTION DISTURBED AREA WITH SEED AND MULCH.
EASEMENT.
9. THE PROPOSED HAUL ROUTE SHALL BE STABILIZED WITH 6" ABC NOTES:
WHERE ROUTE IS WITHIN 50' OF THE STREAM OR WHERE PUMP IMPERVIOU S DIKE I. ALL EXCAVATION SHALL BE PERFORMED IN ONLY DRY
NECESSARY TO REDUCE SEDIMENT GENERATED FROM VEHICULAR OR ISOLATED SECTIONS OF THE CHANNEL.
TRAFFIC. 2. IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE
WORK FROM STREAM FLOW WHEN NECESSARY.
3. ALL GRADED AREAS SHALL BE STABILIZED WITHIN 24
HOURS.
STILLING BASIN
4. MAINTENANCE OF STREAM FLOW OPERATION SHALL BE
STILLING INCIDENTAL TO THE WORK. THIS INCLUDES SHEETING,
BASIN DIVERSIONS PIPES, PUMPS AND HOSES.
5. PUMPS AND HOSES SHALL BE OF SUFFICIENT SIZE TO
DEWATER THE WORK AREA.
PERFORMANCE REQUIREMENT:
DISCHARGE FROM PUMP-AROUND OPERATION SHALL NOT
EXCEED 10 NTU'S. CONTRACTOR SHALL UTILIZE SILT BAGS
4' HT
ORANGE AND FLOCCULANTS AS NECESSARY TO REMOVE PARTICULATES.
.
WARNING FENCE
"
" PUMP-AROUND OPERATION (TYP)
X4
P.T. STAKE
2
8' O.C. N.T, S.

'a
NO, 57 STONE
6" DEPTH (MIN)
r 15' /
MIN COVER Y PIPE DIAMETER OR
(MIN) 12' WHICHEVER IS GREATER
NOTE: 7--
- """`
PROVIDE FENCE AS SHOWN ON PUN. PROVIDE 7

AT LEAST ONE FOOT OF DISTANCE FROM TREE FILTER FABRIC
TO FENCE FOR EACH INCH OF TREE DBH. CLASS 'B' RIPRAP
LOCATE FENCE OUTSIDE OF CRITICAL ROOT ZONE. j
/ TEMPORARY CMP (SEE TABLE FOR
TREE FENCE EXISTING J NUMBER OF BARRELS AND SIZE)
CHANNEL
8' MAX WITH WIRE
6' MAX WITHOUT WIRE
WIRE BACKING
14 GAUGE WIRE (MIN)
6" SPACING (MAX)
BACKFILL WITH EARTH
AFTER PLACING FILTER
FABRIC IN TRENCH \
POST (SEE NOTE 1)
FILTER FABRIC
II nl
CONSFRUCTIO U
III
COSY M'1RE4 U 4- `8
SN
RHO 1B" DEPTH (MIN)
NOTES:
1. POSTS SHALL BE EITHER 4-IN THICK PINE 2-IN THICK OAK, OR
1.33 LB/LF STEEL WITH A MINIMUM LENGTH OF 4471 STEEL POSTS
SHALL HAVE PROJECTIONS TO FACILITATE FASTENING FABRIC.
2. SILT FENCES TO BE INSTALLED IN LOCATIONS AS SHOWN ON THE
EROSION AND SEDIMENT CONTROL PLAN PRIOR TO BEGINNING OF
CONSTRUCTION TO CONTROL SEDIMENT.
3. SILT FENCES TO BE MAINTAINED AND CLEANED AS NECESSARY TO
MAINTAIN IN FUNCTIONAL CONDITION. SILT FENCES SHALL BE
INSPECTED AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL
EVENT.
4. SILT FENCES TO BE REMOVED AND THE AREA TO BE RESTORED TO
ITS NATURAL CONDITION WHEN PERMANENT EROSION AND SEDIMENT
CONTROL PROCEDURES ARE EFFECTIVE.
TEMPORARY SILT FENCE
N.T.S.
NOTES:
1. TEMPORARY CROSSING SHALL HAVE A WIDTH
LARGE ENOUGH TO ACCOMMODATE THE
LARGEST VEHICLE USING THE CROSSING.
2. CORRUGATED METAL PIPE SIZED AS
DIRECTED BY THE ENGINEER.
LOCATION SIZE
(IN) NUMBER OF
BARRELS
WARD DITCH 30 1
BENTLY DITCH 30 1

TEMPORARY PIPED STREAM CROSSING
N.T.S.
GEOTEXTILE UNDER STONE -
NOTES:
7, MAINTAIN CONSTRUCTION ENTRANCE IN CONDITION
NECESSARY TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE SITE.
2. IMMEDIATELY REMOVE ANY OBJECTIONABLE MATERIAL
SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
CONSTRUCTION ENTRANCE
N.T.S.
6" MIN
SILT BAG
NATURAL
GROUND PROVIDE STABILIZED OUTLET
TO EXISTING CHANNEL
15' MINA
SEDIMENT CONTROL STONE EXISTING
8" DEPTH (MIN) CHANNEL
FILTER FABRIC
SPECIAL STILLING BASIN
WITH ROCK PAD
N.T.S.
PUMP INTAKE IMMEDIATELY
UPSTREAM OF DIKE
BASE FLOW--
COIR FIBER
MATTING
ANCHORS ON --?
3' CENTERS
TOE MATTING
INTO CHANNEL
BED MATERIAL
STREAM BED
CONSTRUCT OVERFLOW WEIR
NATURAL TO PREVENT BANK EROSION.
GROUND

2
dIN) NO. 57 STONE
6" THICK (MIN)
IMPERVIOUS RUBBERIZED
OR PLASTIC SHEETING
MIN. HEIGHT REQ'D TO
PROVIDE ADEQUATE
POOL FOR PUMP INTAKE. GEOTEXTILE FABRIC
? GEOTEXTILE FABRIC
KEY SHEETING INTO
STREAM BED AND CLASS 'B' RIPRAP
BACKFILL
TEMPORARY
IMPERVIOUS DIKE
SECTION A-A
N.T.S.
MATTING SHALL BE
/ PLACED IN TRENCH --EL
IN/
AND BACKFILLED EXISTING
//
EXISTING
-
ROUND
ANCHORS ON
1' CENTERS NOTES.
IN TRENCH 1. COIR MATTING TO
2"X2"X18" HARDWOOD BE UNDERLAIN BY
STAKES ON 3' CENTERS STRAW AND SEED.
2. MATTING SHALL
BE INSTALLED PRIOR
TO THE INTRODUCTION
OF WATER TO A
STREAM SECTION.
COIR FIBER MATTING TYPICAL CROSS SECTION 3. COIR FIBER
NOT TO SCALE MATTING REPRESENTS
THE MINIMUM LEVEL
OF BANK PROTECTION
ALLOWABLE THE
PREFERRED METHODS
OF BANK PROTECTION
ARE DETAILED ON
SHEET 3A.
TEMPORARY
IMPERVIOUS DIKE
SECTION B-B
N.T.S.
EXISTING CHANNI
V MIN 5
NO. 57 STONE -\ I(MIN)
MATTING IN
TRENCH
DIRECTION
OF
0 VVCR T
(MIN.)
COIR FIBER MATTING DETAIL PLAN VIEW
NOT TO SCALE
TEMPORARY ROCK
CHECK DAM
N.T.S.
FLOW ?
5' MAX 2i
CLASS I STONE
OVERFLOW WEIR WIDTH
NATURAL SHALL BE " OF
GROUND CHANNEL WIDTH
ANCHORS ON
3' CENTERS
\-CU I STONE
TEMPORARY
IMPERVIOUS DIKE
PLAN
N.T.S.
ANCHOR TRENCH
ON 1' CENTERS

.. ...... . ... .
.. .... ....
MWANWAA SW IN FEET

i i ' PROJECT N0. SHEET N0.
T-
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APPROXIMAT
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YDPo? SOIL LAYER I -
_ - _ Q_ _,__ _- -? - -
0-
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PROPOSED BACKWATER POOL
-- U;((-- T 5?- 7 ,J LZO _,J? i"? =? u ? .:?`? .-.- c L r T -- ; --?7 J SECT ON 4 ii . 1,? -j .. -P ? -r, U - - a ? ?u. ?. ,1 `Y ?' +?9-----
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APPROxIUaTE ELEU„?ION of Exlsiouc cROUNO ? ? - - _ ,
D
0 EXISThNG HYDRIC SOIL LAYER il
! : 20 ? (ON) ( ? 201 ( gill : _ - - - - - - - :-
-. - -'' '< ?.cr - - {
NOTE: DEPTH OF FILL NOT TO EXCEED ?') -_ -'
L5 ABOVE NATURAL GROUND
BACKFILL WARD DITCH
QtRr. 2 U. ?. _ „ V _?. ,. ?..G- T ,D F2' 1. 2 ;? Er-... 1 r.:' i.^"_ p- r? -- r}d(} -.
lv
7
-IPROPOSED GRADE i ? SECTION 3 <? ? ?? I ? i i '?
<:
_ 0 i - - - - I EXISTING GROUND - Y ?,
?- - u -
APPROXIMATE ELEVATION OF
0? o: f` EXISTING HYDRIC SOIL AYER
:. 20 (rrNl 207 (klw) ( - :.
10-I -4-?C'^ -r'?LY ,. ? ,_._'7____"" ?-- .-f ?: ,201 ?.?.-.-
EXCAVATE EXISTING _
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SECTION 9 f ` BACKFILL WARD DITCH;
to i
I ---- I EXISTING ?RauNO I I
o -
1a.i
Grim)
r , ? _ ?? ; 1. ? .; %, ?,; 20 r
20?r (N N) - -- - - - -
1"
- -
_ PTP OF __
A9? DE FILL NOT TO EXCEED _ i ? ???? _ ?
DOTE DE ABOVE NATURAL GROUND
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