20140038 Ver 1_Plan Addendum_20140728

Homewood, Sue
From: Homewood, Sue
Sent: Monday, July 28, 2014 4:20 PM
To: 'Rutherford, Rebecca A LRH'
Subject: RE: Watauga Ecosystem Restoration Project - Email 1 of 2 (UNCLASSIFIED)
Hi Rebecca,
Thanks for checking whether these changes would require a modification to the 401 certification. I don't believe that
any of these changes are significant enough to warrant a modification. I will put these documents in the file as an
addendum. Please let me know when the project gets started. Thanks.
Sue Homewood
NC DENR Winston -Salem Regional Office
Division of Water Resources — Water Quality Programs
585 Waughtown Street
Winston - Salem, NC 27107
Voice: (336) 771 -4964
FAX: [phone]
E -mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
- - - -- Original Message---- -
From: Rutherford, Rebecca A LRH [mai Ito: Rebecca .A.Rutherford @usace.army.miI
Sent: Monday, July 28, 2014 2:51 PM
To: Homewood, Sue
Subject: Watauga Ecosystem Restoration Project - Email 1 of 2 (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Hello Sue - It was nice to talk with you today. As I indicated on the phone, unfortunately we had to make a few
adjustments to our original proposal. I have attached the drawings for those changes and I will summarize the main
changes below. As we discussed on the phone, we are asking if a modification to the 401 is necessary. We are trying to
award a contract for this project this week.
If you have any questions, please feel free to call me at 304 - 399 -5924 or send me an email. Thank you and take care,
Rebecca
I needed to split the drawings up so that they can be emailed. You should have two. Let me know if there are problems.
One is fairly large.
Summary of changes:
- Drawing CS301 with typical cross - sections will describe the changes to the treatment types -The upstream and
downstream project limits did Not change *Treatment areas 1 and 2 changed from log treatments with brush layering or
wattles to toe stone with wattles. Available logs from trees that must be cut would be incorporated as they are
available. These two treatments total approximately 225 linear feet (222' on the drawings) *Live logs have been
eliminated from the proposal.

*Currently B9 and B7 (right descending bank riparian planting areas) have been removed from the proposal. This would
have required relocation of the trail to widen the riparian area. Although not obvious on the drawing the B5 area will
also be slightly smaller than we planned.
*Treatment 4 has been changed to not include brush layering but will include wattles.
*Although "purchased" live logs and logs will not be included we plan to use, where appropriate, available logs from
trees that will be removed as a result of the project. Please note that the contractor must have permission to cut trees
over 4 inches in diameter at chest height. Those "available" logs are indicated on the drawing (CS301) as use of existing
trees within the treatment as directed by the Contracting Officer (COR).
Thanks again!
Rebecca A. Rutherford
Planning Branch - Environmental Analysis Section U.S. Army Corps of Engineers - Huntington District
502 Eighth Street
Huntington, West Virginia 25701
Phone: [phone]
Email: [e-mail]
Website: http: / /www.lrh.usace.army.mil/
Classification: UNCLASSIFIED
Caveats: NONE

LEGEND
WETLAND 1 EROSION & SEDIMENT CONTROL PLAN
NOTES;
SEE SHEETS CS302 AND CS601 FOR TYPICAL SECTION OF SOIL BERM AND
BLOCK AND GRAVEL CURB INLET PROTECTION,
WETLAND CONTOURS REPRESENT 0,5 FOOT ELEVATION DIFFERENCE,
THE CONTRACTOR SHALL NOT EXCEED A 1V 1H SLOPE AS THEY CONNECT
THE OUTERMOST WETLAND CONTOUR TO EXISTING GROUND,
4. CONTRACTOR SHALL SUBMIT PROJECT GRADING PLAN FOR EACH SIGNIFICANT
PHASE OF WORK TO THE CONTRACTING OFFICER'S REPRESENTATIVE ICORI FOR
REVIEW AND APPROVAL,
5, CONTRACTOR SHALL MONITOR AND MAINTAIN ALL SEDIMENT AND EROSION
CONTROL MEASURES DURING CONSTRUCTION AND DURING VEGETATION
ESTABLISHMENT AND WARRANTY PERIODS,
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IDENTIFICATION
CS109
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AND COMPACT BERM SOIL
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DRAWING CG501 FOR
AGR4RAIN`DE7AIL,
CONTRACTOR SHALL PROME SEDIMENT AND EROSION
CONTROL DURING EXCAVATION PHASE AND PLANT
ESTABLISHMENT, CONTRACTOR SHALL INSTALL BLOCK AND
GRAVEL CURB INLET PROTECTION SHOWN ON DRAWING
CS601 OR PROVIDE EQUIVALENT PROTECTION.
WETLAND 1 EROSION & SEDIMENT CONTROL PLAN
NOTES;
SEE SHEETS CS302 AND CS601 FOR TYPICAL SECTION OF SOIL BERM AND
BLOCK AND GRAVEL CURB INLET PROTECTION,
WETLAND CONTOURS REPRESENT 0,5 FOOT ELEVATION DIFFERENCE,
THE CONTRACTOR SHALL NOT EXCEED A 1V 1H SLOPE AS THEY CONNECT
THE OUTERMOST WETLAND CONTOUR TO EXISTING GROUND,
4. CONTRACTOR SHALL SUBMIT PROJECT GRADING PLAN FOR EACH SIGNIFICANT
PHASE OF WORK TO THE CONTRACTING OFFICER'S REPRESENTATIVE ICORI FOR
REVIEW AND APPROVAL,
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IDENTIFICATION
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SCALE; 1"=30'
NOTES;
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2. THE CONTRACTOR SHALL NOT EXCEED A 1V:1H SLOPE AS THEY CONNECT
THE OUTERMOST WETLAND CONTOUR TO EXISTING GROUND,
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2. THE CONTRACTOR SHALL NOT EXCEED A 1V:1H SLOPE AS THEY CONNECT
THE OUTERMOST WETLAND CONTOUR TO EXISTING GROUND,
3. CONTRACTOR SHALL SUBMIT PROJECT GRADING PLAN FOR EACH
SIGNIFICANT PHASE OF WORK TO THE CONTRACTING OFFICER'S
REPRESENTATIVE ICDRI FOR REVIEW AND APPROVAL.
4. CONTRACTOR SHALL MONITOR AND MAINTAIN ALL SEDIMENT AND EROSION
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IDENTIFICATION
CS110
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SOIL BERM (TYPICAL),
SEE BOTTOM OF THIS
SHEET FOR TYPICAL
CROSS SECTION.
STEP 1 STEP 2
TREATMENTS 1 & 2 PROPOSED CONCEPTUAL CONSTRUCTION SEQUENCE FOR LIVE AND PEELED LOGS (TREATMENT TYPE 1 SHOWN)
STEPS:
1, APPROXIMATE EXISTING CONDITIONS,
2. INSTALL LIVE LOGS. THE CONTRACTOR SHALL INSTALL THE RIVERWARD LIMITS OF EACH
REACH OF TREATMENT, INCLUDING UP AND DOWNRIVER TRANSITIONS BEFORE
EXCAVATION OF RIVER BANKS OCCURS, TO EFFECT SEDIMENT AND EROSION CONTROL,
3. CONSTRUCT TOP OF BANK SOIL BERM. EXCAVATE FOR BRUSH LAYERING INSTALLATION,
4, INSTALL BURLAP, BACKFILL WITH SOIL IN COMPACTED LFTS, WRAP BURLAP UP THE
FACE OF COMPACTED SOIL AND LANDWARD, AND PLACE NEXT BRUSH LAYER. REPEAT
FOR EACH INTERVENING SOIL LAYER,
5, ESTABLSH VEGETATION RND MAINTAIN EROSION AND SEDIMENT CONTROL,
Im
TREATMENTS 3, 4; 5, 6, & 7 PROPOSED CONCEPTUAL CONSTRUCTION SEQUENCE FOR STONE TREATMENT TYPE 5 SHOWN)
STEPS;
1. APPROXIMATE EXISTING CONDITIONS
2. PLACE STONE, THE CONTRACTOR SHALL INSTALL THE RIVERWARD LIMITS OF EACH REACH
OF TREATMENT, INCLUDING UP AND DOWNRIVER TRANSITIONS BEFORE EXCAVATION OF
RIVER BANKS OCCURS, TO EFFECT SEDIMENT AND EROSION CONTROL,
3. EXCAVATE AND CONSTRUCT TOP OF BANK SOIL BERM, COMPLETE CONSTRUCTION OF
LONGITUDINAL DIKE,
4. INSTALL WILLOW WATTLES AND LIVE STAKES, PLACE SOIL, PLACE TOPSOIL. SEED AND
STRAW.
5. ESTABLSH VEGETATION AND MAINTAIN EROSION AND SEDIMENT CONTROL.
NATIVE GRASSES
FINISHED (VEGETATED) SLOPE
SOIL BERM TYPICAL SECTION
PROPOSED CONCEPTUAL CONSTRUCTION SEQUENCES FOR RIVERBANK TREATMENTS
NOTES
1, SOIL BERM SHALL BE INSTALLED AS PART
OF EROSION AND SEDIMENT CONTROL PLAN
TO MINIMIZE EROSION OF EXCAVATED SLOPES
DUE TO UPSLOPE STORMWATER RUNOFF,
2. BRUSH LAYERS, WATTLES, AND LIVE STAKES
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STEPS;
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OF TREATMENT, INCLUDING UP AND DOWNRIVER TRANSITIONS BEFORE EXCAVATION OF
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3. EXCAVATE AND CONSTRUCT TOP OF BANK SOIL BERM, COMPLETE CONSTRUCTION OF
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NATIVE GRASSES
FINISHED (VEGETATED) SLOPE
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PROPOSED CONCEPTUAL CONSTRUCTION SEQUENCES FOR RIVERBANK TREATMENTS
NOTES
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OF EROSION AND SEDIMENT CONTROL PLAN
TO MINIMIZE EROSION OF EXCAVATED SLOPES
DUE TO UPSLOPE STORMWATER RUNOFF,
2. BRUSH LAYERS, WATTLES, AND LIVE STAKES
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IDENTIFICATION
CS302
SSE 'B Or 22

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GROUND LEVEL TO BE
SAME AS BEFORE DEIGGING
LOOSEN AND FOLD BACK BURLAP
ARCH TOP 1/2 OF BALL
PLANTING MIX
EXISTING SUBGRADE
ALL ON
URGED
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WIDTH
SHRUB PLANTING DETAIL
NOT TO SCALE
NOTES;
1. SEE SPECIFICATIONS.
J
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brush of Ilve em
Specles which
roof are preferredi
LIVE STAKES
*4:S
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. Trench above stakes
1/2 dio2 of bunfts
4. Add f 1hrovgh
and below bundles
5, Cover wattlIng
th soil, tom
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3 1/2' MINIMUM EMBEDMENT
N,T,S,
PREPARE WATTLING: CIGAR -SHAPED BUNDLES OF
LIVE BRUSH WITH BUTTS ALTERNATING, 8-10106.,
TIED 12-15" O,C, SPECIES WHICH ROOT
ADVENTITOUSLY ARE REQUIRED,
LIVE STAKE DETAIL
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FROM CONTAINER
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SHEET
IDENTIFICATION
CS602
SE 21 OF 22

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US Any Corps
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SHEET
IDENTIFICATION
CS603

US ARMY CORPS
OF ENGINEERS
HUNT NGTON DISTRICT
SOUTH FORK NEW RIVER
BOONE, NC
CONSTRUCTION PLANS
WATAUGA SEC, 206
A QURTIC ECOSYSTEM RESTORRTION
PROJECT N0. 11X6
F SUBMITTAL
CONTRACT NO, W91237-13-D-0001, TASK ORDER NO. C0044
HCAL YEAR, 2014
JULY 2014

N D E X
US Any Corps
ofEngineerse
SHEET
SHEDET
T T� E
SNO,
SHED ET
T I L E
SNO,
SHE5ET
T T L E
Huntington District
p
a
a
a
GENERAL
IV
1
G1001
INDEX SHEET
C
OVERALL SITE PLAN
2
CS401
OVERALL SITE PLAN
a
a
3
CS402
TEMPORARY EASEMENT POINTS
V
Y
SOUTH FORK NEW RIVER CHANNEL
a
p
4
CS101
SOUTH FORK NEW RIVER 97E PLAN
a
a
5
CS301
CHANNEL TREATMENT TYPICAL CROSS SECTIONS
u
Q
VEGETATION PLANS
6
CS102
SPRAYING AREAS SITE PLAN
i
7
CS103
BOTTOMLAND, RIPARIAN, & WETLAND AREAS PLANTING SITE PLAN
a
p
V
C
WETLANDS
8
CS104
WETLAND 1 PLAN, PROFILE, & PLANTINGS
Y
9
CS105
WETLAND 4 PLAN, PROFILE, & PLANTINGS
`
TYPICAL DETAILS
o
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WETLAND REPRESENTATIVE SECTIONS
F y
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11
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TRAIL & WETLAND CONTROL STRUCTURE TYPICAL DETAILS
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RECREATIONAL FEATURES TYPICAL DETAILS
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SEDIMENT & EROSION CONTROL PLAN
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CS109
WETLAND 1 EROSION & SEDIMENT CONTROL PLAN
11
CS110
WETLAND 4 EROSION & SEDIMENT CONTROL PLAN
1B
CS302
SEDIMENT & EROSION CONTROL CONSTRUCTION SEQUENCE
m
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VEGETATION DETAILS
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VEGETATION INSTALLATION & PLANTING DETAILS
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SEDIMENT & EROSION CONTROL DETAILS
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20
CS601
EROSION AND SEDIMENT CONTROL DETAILS 1 OF 3
21
CS602
EROSION AND SEDIMENT CONTROL DETAILS 2 OF 3
22
CS603
EROSION AND SEDIMENT CONTROL DETAILS 3 OF 3
SHEET
IDENTIFICATION
G1001
SSE ' OF 22

USArmyCorps
t t j i N of Engheers'
�t 1� HuntingtonUistriet
y �
a
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NO WORK SHALL B
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WETLAND AREA
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LEGEND
— — — — — OWL TOTAL WORK
AREA ITEVPORARYIll
N LL
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TREATVENT ZONES o Q
A NOTES, = m W SURVEY THE REAS OF
AREA EXCLUDED FROV OWL OVERALL SITE PLAN 1 SIGNIFIOCANRAPHASESOFLPROPOSED CONSTRUCTION ANDHSUBVIT o 0
COPIES OF FIELDBOOKS AND PROCESSED SURVEY DATA IN THE
FORV OF CAD DRAWINGS TO THE GOVERNVENT,
SCALE :lll - 0H' 2, CONTRACTOR SHALL SUBMIT PROJECT GRADING PLAN FOR EACH
0 200 400' SIGNIFICANT PHASE OF WORK TO THE CONTRACTING OFFICER'S
REPRESENTATIVE (COR) FOR REVIEW AND APPROVAL, SHEET
IDENTIFICATION
CS401
SE Z Or 22

L I J I 4
1 16 17
14
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2 993899,Q681P188d210 / \
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16 M1341 1246611.845 32 31 \ 32 22
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17 94683095 121618914 \� 33
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19 9081x198 724163864 I 8
20 905881:655 1218611691
21 905611.312 1218248.&51 35
V 005531.05'4 1216111,358 \
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24 906870933 1217E13.740 \ /
�4 9059998221211864.314 \ /
26 ANT 91 1211461149 \ /
27' 9074011 1211�36.a28
28 906942150 12177x2.928 \ 137 /
25 90586E596 1291 N'x16 / \
9PS793344 12112(16,010 \ \ //
31 965469.103 19114.811 / \ �36
32 966471153 1211461.856 33 905304.09x Q179L"0,012
34 90529211 971x41M
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36 904514 568 1211192.821
31 1174% 1216014A46S
38 909019.317 1216384.829
39 9098896 1218314.214
40 904601273 121621119
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44
1
N45 NOTES;
TEMPORARY EASEMENT POINT FISTING
SCALE: 1" =200'
m
1, THE HORIZONTAL DATUM IS NORTH CARDLINA STATE PLANE COORDINATE
SYSTEM, LAMBERT CONFORMAL CONIC PROJECTION, NORTH AMERICAN
DATUM OF 1983 (NAD83) SURVEY FEET,
I I
US Any Corps
of Engheerse
Huntington District
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IDENTIFICATION
CS402
S 1 3 OF 22

L
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NOTES;
1, "TREATMENT 0'' IS INVASIVE SPECIES ERADICATION AND NATIVE PLANT ESTABLISHMENT INCLUDING
USArmyCorps
LIVE STAKES (NO EXCAVATION):
of
Hunlin tonDi
Huntington District
2, THE CONTRACTOR SHALL SURVEY THE AREAS OF EACH SIGNIFICANT PHASE OF PROPOSED
CONSTRUCTION AND SUBMIT COPIES OF FIELDBOOKS AND PROCESSED SURVEY DATA IN THE FORM
p
OF CAD DRAWINGS TO THE GOVERNMENT.
Q
o J. FOR SOUTH FORK CHANNEL TREATMENT TYPICAL SECTIONS, SEE SHEET CSJ01,
4. BOULDER CLUSTERS ARE NARROWLY-GRADED 4-5' DIAMETER STONE IN CLUSTERS OF 1-J STONES.
PLACEMENT LOCATIONS TO BE DETERMINED BY OCR,
" x PJAN ?IN�AON[Ni p �� 5. CONTRACTOR SHALL PROTECT EXISTING TREES.
Y 6. CONTRACTOR MUST HAVE PERMISSION TO CUT LIVE TREES OVER 4 INCHES IN DIAMETER AT
86 Ox� P� i� °�- CHEST HEIGHT.
TREATMENT �k1 00% �� 1, CONTRACTOR SHALL INCORPORATE SNAGS AND REMOVED TREES IN TREATMENTS AS DIRECTED:
3 FNA �� BERM
T �1MENT 5 °Kti �� xVti 8. DURING CONSTRUCTION, MINOR ADJUSTMENTS TO TREATMENTS WILL BE AS DIRECTED BY COR
15
S TREATMENT X RIFFLE STRUCTURE 9. SEE SHEET CS302 FOR CONCEPTUAL CONSTRUCTION SEQUENCE.
STREAM CROS,$NC ON r `
N + 103 ' �x °a ", RIGHT DESCENDING BAW' 10. SEE DRAWINGS CS108, CS109, CS110, AND CS302 FOR SEDIMENT AND EROSION CONTROL DURING
i Ikr Xoo TREAMENT % TREATMENT J °y ONLY � w �r,,, w CONSTRUCTION AND PROPOSED CONSTRUCTION SEQUENCE.
�x X4k� $ $BERM °o 00 11, THE CONTOURS SHOWN IN THESE DRAWINGS ARE DISPLAYED AT 1 FOOT INTERVALS BUT THEY ARE
�,4+ a+ -i -i4 �+4 HyR NOT GUARANTEED TO BE ACCURATE, CORRECT, OR COMPLETE, THIS TOPOGRAPHY INFORMATION
�x % 0 TREkT �k o NO�ELY ON NOT SHED TAS A SUBSTITUTE FOR THE CONTRACTOR PERFORMED SURVEY, SHOWN IN
160' TREATMENT 0
45TREATMENT 6 T
RIFFLE STRUCTURE 40' TREATMENT 1 �F k
AND STREAM CROSSING SOUTH FORK
CHANNEL THALWEG + ° o ' NT xk
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/154' TREATMENT 1 CHANNEL
\ 140' TREATMENT 2
N 11 +pp \
4 1071 \
\
TREATMENT
\ 4
PLACE BOULDER CLUSTERS y RIFFLE STRUCTURE \
TO PREVENT VEHICLE Vp
ACCESS, STONE SHALL BE
PLACED TO FORM BENCHES % 1701 TREATMENT
1 k 5 \
\' 1601 TREATMENT 5 9 A
COVERED BRIDGE
I APPROXIMATE
6" LOCATION OF
0 EXISTING EXPOSED
NOS, o SEWER PIPE
r
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\ RECONSTRUCT
EXISTING STREAM
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UP RIVER
PROJECT LIMIT
SOUTH FORK NEW RIVER SITE PLAN
\
\ �00
APPROXIMATE LOCATION OF
EXISTING EXPOSED SEWER PIPE
DOWN RIVER
PROJECT LIMIT
LEGEND;
BOULDER CLUSTERS
BOULDER
NOT TO SCALE
— — — — — — CONTRACTOR WORK LIMITS (CWLI
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SHEET
IDENTIFICATION
CS101
v
a

TREE AND /OR
n
\13 EXCAVATION LIMITS
1
MAi
WATTLES
,-HER9ACEOUS VECIIA10
TREATMENT I • LN TOE WITH WATTLES
LONGITUDINAL DIKE NCOOT
RP RAP
STRAW MAT /SEE NOTE 41
LIVE STAKES
FIVE STAGED W411LI
ISEE NOTE u
rNCDOT CLASS 2 RIP RAP
4 ;1
ANGLE DIKE
NCD01 CLASS 2 RIP RAP U9ArGer
ORIENTED 45 DEGREES UP CHANNEL�II�Ni�lti
v.
BRUSH Ma11RESS
fLIVE STAKES
CLASS 2 1 1 x %' i i 70AVATINI I UTr.� i
STRAW MAI
WATTLES
n
`HERBACEQUS VEGETATION
I(il
1
NCDOi CLASS 2 RIP RAP UHL51 FABRICATED LUNKER ORIENTED
1 1.7H 15 DEGREES UP-CHANNEL
IL , 1L . IV (THREE LOCUST POSTS OVER
EXCAVATION LIMPS 1,; .. EXCAMa11GN LIMITS 1.3 . J - THREE 24" STONES)
USE EXISTING TREES WITHIN THE TREATMENTS AS
pIRECTEE BY THE COR iREA1ME11 4 - LONGITUDINAL DIKE W17H LUNKER BOX AND WATTLES
TREATMENT 3 - STONE TOE WITH UVE LOGS AND WATTLES
rkE STAKED WATTLE
STARE AND WATTLE
`LIVE STAKES NATIVE
TOP OF BANK f
o
1V1,5H DOWNSTREAM
�%l SLOPE
/,-NQQ7 OLA $ 2KRIP �MCN 0iL SS 2 RIP RAP
2' RAP ORIENTED 45 DEGREES UP CHANNEL o
L
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1.1 7 IL
n Vin:.
ExCAVArIQN uMITS 1 1 P J `, 1
I03 LANDWARD SIDE SEDPE
ExCAVAiION 0115 TYPICAL PLAN VIEW OR ANGLE PIKES TREATMENTS 6 & 7
NO1 TO SCALE
TREATMENT 5 - LONCI1U01NAL DIKE WITH WATTLES USE EXISTING TREES WITHIN THE iREATMENIS AS
DIRECTED BY THE COR TREATMENT 6 ANGLE DIKE WITH WATTLES
LEGEND
"' NATIVE GRASSES
GOT CLASS 2 RIP RAP TREE ANU /UR SHRUB
�'--� STRAW MAT
� FLOW
3 10 LIVE STAKE
BRUSH MATTRESS
LIVE STAKED W411LC
SOUTH FORK CHANNEL TREATMENT
4'MIN. LOpus1 Pasrs WI1Hou7 SARK TYPICAL CROSS SECTIONS
RIFFLE STRUCTURE 1 CROSSING
SCALE 1 '-5'
b s m
Iii I I
NOTES,
1, FOR LIVE STAKED 0 417L DEiAIL. SEE SHEET CS303.
2 SEE DRAWINGS CSIO8, CS109, CSi10, AND CS302 FOR
SEDIMENT AND EROSION CONTROL DURING
CONSTRUCTIQN AND PROPOSED CONSTRUCTION
SEQUENCE.
u �
LV
ON
3. CONTRACTOR MUSi HAVE PERMISSION 10 Cur L VE
iREES OVER 4 INCHES IN DIAMETER Al' CHEST SNEE'
HEICHT, IDENTIIIC F 110N
4. STRAW MAi THAT 1S PLACED ON THE RIVERBANK CS301
SHALL BE PINNED, SHEET OF

L
J
i
`THIS REACH WIFE BE
FLAGGED BY THE
GOVERNMENT
d
�EnW
I
0 �
P
ti
SITE PLAN - SPRAYING AREAS x0%
k
SCALE: 1" =1001
0 100' 200 Ok00
LEGEND
0
��\yOOx
1
k OOx�tl
X
I
NVASIVE SPECIES ERADICATION AREA LIMITS
I I
US Any Corps
ofEngineerse
Huntington District
0
0
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SHEET
IDENTIFICATION
CS102
SSE 6 Or 22
v
r,
a

BRUSH LAYERED IN VERTICAL
TRENCH 14 ET X 4 FTl
ESTABLISH WETLAND 1
PLANTING TYPES
ISEE NDTE 1)
LEGEND
r r,
W4 B
i
ESTABLISH PLANTING � SOUTH FORK
TYPES 1, 2 & 1D � CHANNEL THRLWEG
ALIGNMENT
— — — — — — CONTRACTOR WORK LIMITS (CWL)
UP RIVER
PROJECT LIMIT
STREAM CROSSING W
SOUTH FORK NEW RIVER SITE PLAN
LIMITS of PLANTING AREAS BOTTONILAND RIPARIAN &WETLAND PLANTINGS
SCALE 111:1001
o goo zoo'
Table 1
Plan' Tye D
Descr' lion
Type 1 T
Tree Species far Bot<ama�
Hardrvood'�y,acre4p "lush
Type: S
Sbn�B Species for Bartoniland
Hardwood ldbacrz 3b "lli h
Typa 3 S
Sbr<�b Species for Rparian
arias 100uacre36'luk
B
Tree Species for Riparian
areas 21racre 42 "IENr
Type � B
SPOT PLANTING OF WOODY TREES
Type 6 B
Balled and Bralap Trees for
Type 3 B
�`'—.�E - -T_
Ty e S l
�6
°Y�
& LIVE STAKES. ESTABLISH
PLANTING TYPES 3,4 & 10
lane? SzzdS1is
Tya1H Z
Zone 3SzzdMix
T) pc l l l
lane 1 Erner¢em Platiru
Tye 12 l
DOWNSTREAM OF STA.35,00
Tye 13 l
lane3Erner;emPlating
Tye 19 T
T orarv�SeedB'6z
Tye ]f T
Turf Grass Seedhtiz
ESTABLISH PLANTING B3
TYPES 1, 2, 5 & 10
T
2
�
TOPSOIL STORAGE AREA
IA
;
ESTABLISH PLANTING
I
\
1
TYPE 14
`
CWL4
I
D0
SPOIL AREA
I
`
PR(
ESTABLISH PLANTING
TYPES 14 &15
V
ESTABLISH PLANTING
TYPES 1,2 & 10
A
p� COVERED BRIDGE
I
I
R3
W
ESTABLISH PLANTING � SOUTH FORK
TYPES 1, 2 & 1D � CHANNEL THRLWEG
ALIGNMENT
— — — — — — CONTRACTOR WORK LIMITS (CWL)
UP RIVER
PROJECT LIMIT
STREAM CROSSING W
SOUTH FORK NEW RIVER SITE PLAN
LIMITS of PLANTING AREAS BOTTONILAND RIPARIAN &WETLAND PLANTINGS
SCALE 111:1001
o goo zoo'
Table 1
Plan' Tye D
Descr' lion
Type 1 T
Tree Species far Bot<ama�
Hardrvood'�y,acre4p "lush
Type: S
Sbn�B Species for Bartoniland
Hardwood ldbacrz 3b "lli h
Typa 3 S
Sbr<�b Species for Rparian
arias 100uacre36'luk
Type 4 T
Tree Species for Riparian
areas 21racre 42 "IENr
Type � B
Balled and Barlap Trees for
Type 6 B
Balled and Bralap Trees for
Type 3 B
Balled and Burlap Trees for
Ty e S l
lane 1 Seed Mix
Ty s 9 l
lane? SzzdS1is
Tya1H Z
Zone 3SzzdMix
T) pc l l l
lane 1 Erner¢em Platiru
Tye 12 l
lane 2 Er;en Plaffino
Tye 13 l
lane3Erner;emPlating
Tye 19 T
T orarv�SeedB'6z
Tye ]f T
Turf Grass Seedhtiz
I
AND AVOID uTILITIEs
WITHIN CWL,
0
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tl
w,
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SHEET
IDENTIFICATION
CS103
S.E ; of 22
v
a

L I J I 4
Table 1
Plantiq Tg a
Description
Tvpc I
Tree Species for kodand
USArmyCorps
Hardwood 27Siacre 42" high
Type 2
SI>rub Species for Bottomland
HurltisgtooDistrid 1.
Hardwood I OOiacre N' bigh
TFpc 3
Skub Species for Riparian
�w
areas 160/acre 36" hl I
Type 4
Trcc Specks fdr Riparian
APPX ELEV. 3088,5 FT ��
areas175�aere 42" Iiio
Type
Balled * Burlap frees for
NOT USED
BoltondandHardwood
m11111r an eall v 2"
Type 0
Balled and Bnrlap f Tees for
NOT USED
R111alninumuli LrY
I;vlary i
Balled and Baal Trees for
NOT USED
W11111ilinlai] Cali er T'
TV114
hl)e I Seed MIX
Tv pc 9
Zone 2 Seed Mix
Tv e 1D
Zone 3 Seed Mix
Type lI
lZone I Emer gent Planting
Type 12
Zone 2 Emergent Planting
Type 13
Zone 3 Emer gent Planting
Type 14
Teroporary Seed Mix
Tv e 1S
Turf Grass Seed Mix
m
NOTES;
1, EXISTING CULVERT AT APPROXIMATE STA, 2,25 TO
10. CONTRACTOR SHALL SUBMIT PROJECT GRADING
ESTABLISH
BE REMOVED AND REPLACED WITH CONTROL
USArmyCorps
STRUCTURE, SEE SHEET CC501 FOR CONTROL
ofEngheers'
STRUCTURE DETAIL.
HurltisgtooDistrid 1.
THE CONTRACTING OFFICER'S REPRESENTATIVE
(ZONE 31
�w
(COR) FOR REVIEW AND APPROVAL,
o
o
m
NOTES;
1, EXISTING CULVERT AT APPROXIMATE STA, 2,25 TO
10. CONTRACTOR SHALL SUBMIT PROJECT GRADING
ESTABLISH
BE REMOVED AND REPLACED WITH CONTROL
USArmyCorps
STRUCTURE, SEE SHEET CC501 FOR CONTROL
ofEngheers'
STRUCTURE DETAIL.
HurltisgtooDistrid 1.
2. CLAY SHALL BE TILLED INTO PLANTING ZONES 1
AND 2 TO A DEPTH OF 4 INCHES,
3. WETLAND CONTOURS REPRESENT 0,5 FOOT
EXCAVATION,
4. SEE DRAWING C0301 FOR REPRESENTATIVE CROSS
SECTIONS.
5. THE CONTRACTOR SHALL NOT EXCEED A 1V :1H
SLOPE AS THEY CONNECT THE OUTERMOST
WETLAND CONTOUR TO EXISTING GROUND,
6, SEE SPECIFICATIONS FOR SPECIFIC PLANTS FOR
EACH PLANTING TYPE AS DESCRIBED IN TABLE 1
ON THIS SHEET,
1, DURING CONSTRUCTION MINOR ADJUSTMENTS TO
TREATMENT WILL BE AS DIRECTED BY COR,
8. TOPSOIL THAT HAS BEEN EXCAVATED SHALL BE
STOCK PILED AND PLACED IN ZONES 1, 2, 3 &
ADJACENT EXCAVATION AREA. IN THESE AREAS TOP
SOIL SHALL BE PLACED TD A DEPTH OF 6 INCHES
TO ACHIEVE FINAL GRADE.
9. THE CONTRACTOR SHALL SURVEY THE AREAS OF
EACH SIGNIFICANT PHASE OF PROPOSED
CONSTRUCTION AND SUBMIT COPIES OF FIELD
BOOKS AND PROCESSED SURVEY DATA IN THE
FORM OF CAD DRAWINGS TO THE GOVERNMENT,
ISLE NOTE 31 o
ESTABLISH PLANTING TYPES 9 & 12 WS
ALONE 2)
ESTABLISH PLANTING TYPES 8 & 11
(ZONE it
APPX. ELEV:3D88 FT
(SEE NOTE 3)
LAYOUT OF PLANTINGS AND SEEDING TO BE
ESTABLISHED ON SOUTH EDGE OF WETLAND
WILL BE FLAGGED BY THE GOVERNMENT
APPX, ELEV. 3088 FT
(SEE NOTE 31
CONTRACTOR SHALL PROVIDE SEDIMENT & EROSION CONTROL DURING
EXCAVATION PHASE & PLANT ESTABLISHMENT, CONTRACTOR SHALL
INSTALL BLOCK & GRAVEL CURB INLET PROTECTION SHOWN ON
DRAWING CS601 OR PROVIDE EQUIVALENT PROTECTION,
STOP OF SOIL BEM (APPROXIMATE ELEV.3089 FTl
i
\ r
o�
,o
INSTALL 12 INCH CULV�RTto
WITH HEADWALLS, INLET
PROTECTION, AND STONE
SPLASH PAD ON OUTLET ANO
AGRI -DRAIN CONTROL
STRUCTURE (OR EOUIVALENTI
AND BACKFILL AND COMPACT
BERM SOIL TO 95/ MODIFIED
PROCTOR (EXCLUDING
TOPSOIL), SEE DRAWING CG501 ` y
FOR ACRI -DRAIN DETAL
3100 -- - -- - - - -- - -- -- - - - - - -- - -- -- - - - -- - - - - - -- - - - -- - -- - - - -- - - -- - -- 3100
3095 -- -- -- - - -- - - - - -- - --------------------------- 3095
3090 - -- , - -_— -_ _ - -- - - -- --- -- --- � — ^--- -- 3090
- --
3085 EISTWG GRADE'._ DESIGN_ GARDE APPROXIMATE EXISTING CULVERT LOCATION 3085
3080 - ----------------------------------------------------- (SEE NOT € -9r - - -- - -- 3080
3675 - - - - - -- -- - - - - -- -- - - - - -- -- - - - - -- -- --- - - - - -- - -- --- - - - - -- - - -- - -- - - - - -- -- - - - - -- - - - -- --- - - - - -- 3075
3010 3010
7 +801 +6c 7 +401 +2c 7 +00 6 +86 6 +60 6 +4c 6 +20 6 4 5 +80 5 +60 5 +40 5 +2c 5 +00 4 +80 4 +60 4 +40 4 +20 4 +00 3 +80 3 +60 3 +40 3 +20 3 +00 2 +80 2 +60 2 +40 2 +20 2 +OC 1 +80 1 +60 1 +40 1 +20 1 +00 0 +80 0 +60 0 +40 0 +20 01 Sc81ed 2.0000 Times Ver.
Sc81ed 1.0000 Times Har.
WETLAND 1 PLAN, PROFILE, & PLANTINGS
0 40' 80'
0
,nr
b o'
za
C
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u3 r i
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C N L N
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SHEET
IDENTIFICATION
CS104
£SE 8 OF Pf
0 \
10. CONTRACTOR SHALL SUBMIT PROJECT GRADING
ESTABLISH
PLANTING
�\
PLAN FOR EACH SIGNIFICANT PHASE OF WORK TO
TYPES to
& 13
THE CONTRACTING OFFICER'S REPRESENTATIVE
(ZONE 31
\
(COR) FOR REVIEW AND APPROVAL,
o
o
APPX ELEV. 3088,5 FT ��
11. FOR EROSION AND SEDIMENT CONTROL, SEE
SHEETS CS108, CS109, CS302, AND CS601,
(SEE NOTE 31 y�
� Z
WETLAND 1
OW
a o
\x
REMOVE EXISTING CULVERT, BACKFILL
ALIGNMENT
AND COMPACT BERM TO 95'
APPX. ELEV. 3088 FT
° �'
MODIFIED PROCTOR.
ISLE NOTE 31 o
ESTABLISH PLANTING TYPES 9 & 12 WS
ALONE 2)
ESTABLISH PLANTING TYPES 8 & 11
(ZONE it
APPX. ELEV:3D88 FT
(SEE NOTE 3)
LAYOUT OF PLANTINGS AND SEEDING TO BE
ESTABLISHED ON SOUTH EDGE OF WETLAND
WILL BE FLAGGED BY THE GOVERNMENT
APPX, ELEV. 3088 FT
(SEE NOTE 31
CONTRACTOR SHALL PROVIDE SEDIMENT & EROSION CONTROL DURING
EXCAVATION PHASE & PLANT ESTABLISHMENT, CONTRACTOR SHALL
INSTALL BLOCK & GRAVEL CURB INLET PROTECTION SHOWN ON
DRAWING CS601 OR PROVIDE EQUIVALENT PROTECTION,
STOP OF SOIL BEM (APPROXIMATE ELEV.3089 FTl
i
\ r
o�
,o
INSTALL 12 INCH CULV�RTto
WITH HEADWALLS, INLET
PROTECTION, AND STONE
SPLASH PAD ON OUTLET ANO
AGRI -DRAIN CONTROL
STRUCTURE (OR EOUIVALENTI
AND BACKFILL AND COMPACT
BERM SOIL TO 95/ MODIFIED
PROCTOR (EXCLUDING
TOPSOIL), SEE DRAWING CG501 ` y
FOR ACRI -DRAIN DETAL
3100 -- - -- - - - -- - -- -- - - - - - -- - -- -- - - - -- - - - - - -- - - - -- - -- - - - -- - - -- - -- 3100
3095 -- -- -- - - -- - - - - -- - --------------------------- 3095
3090 - -- , - -_— -_ _ - -- - - -- --- -- --- � — ^--- -- 3090
- --
3085 EISTWG GRADE'._ DESIGN_ GARDE APPROXIMATE EXISTING CULVERT LOCATION 3085
3080 - ----------------------------------------------------- (SEE NOT € -9r - - -- - -- 3080
3675 - - - - - -- -- - - - - -- -- - - - - -- -- - - - - -- -- --- - - - - -- - -- --- - - - - -- - - -- - -- - - - - -- -- - - - - -- - - - -- --- - - - - -- 3075
3010 3010
7 +801 +6c 7 +401 +2c 7 +00 6 +86 6 +60 6 +4c 6 +20 6 4 5 +80 5 +60 5 +40 5 +2c 5 +00 4 +80 4 +60 4 +40 4 +20 4 +00 3 +80 3 +60 3 +40 3 +20 3 +00 2 +80 2 +60 2 +40 2 +20 2 +OC 1 +80 1 +60 1 +40 1 +20 1 +00 0 +80 0 +60 0 +40 0 +20 01 Sc81ed 2.0000 Times Ver.
Sc81ed 1.0000 Times Har.
WETLAND 1 PLAN, PROFILE, & PLANTINGS
0 40' 80'
0
,nr
b o'
za
C
N ON Z w
u3 r i
eoow
C N L N
L
w,
m� F
Qo }ma w
cQ �m W I
m
�m ZQ F Fm iii
c
LL)) a
W Q
WZ
a +�
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SHEET
IDENTIFICATION
CS104
£SE 8 OF Pf

Table 1
Planting Type
Type 1
Description
Tree Species for Botiomland
Hardwood 275acre 2fi' hi
Type 2
Shrub Species for Bdodand
Hardwood 10ficre 36" No
Type 3
Shrub Species for Riparian
areas 1001acre 36" hi
Type 4
Tree Species for Riparian
areas 275lacre 42" hi
Type S
NOT USED
Balled and Burlap Trees for
Bdodand Hardwood
minimum caliper 2"
Type 6
NOT USED
Balled and Burlap Trees for
R1 minimum caliper 2"
Type 7
NOT USED
Balled and Burlap Trees for
W1 nimmi caliper 2"
Type 8
Zone 1 Seed Nhx
Type 9
Zone 2 Seed Mix
Type 10
Zone 3 Seed Mix
Type 11
Zone 1 Emergent Plantin
Type 12
Zone 2 Emergent Planting
Type 13
Zone 3 Emergent Planting
Type 14
Te or Seed Mix
Type 15
Turf Grass Seed Mix
WETLAND 4 ALIGNMENT
F 3100
a 3090
F
3080
w
W 3070
l
`UINL lJLL JrLLI.LWUI o�
FAR 7TO11 a W
EXISTING DITCH 70 REMAIN ��po
SOUTH FORK CHANNEL ALIGNMENT
'ESTABLISH PLANTING TYPES 9
(ZONE 21
0
1�
DIKE )SE[ SHEET
1
CG301 FOR DETAILS)
i
1y_V.J_L1L
I
1. WETLAND CONTOURS REPRESENT 0.5 FOOT
19dp0
ELEVATION DIFFERENCE.
ESTABLISH PLANTING TYPES 8
2. CLAY SHALL BE TILLED INTO PLANTING ZONES
(ZONE 11
1 AND 2 TO A DEPTH OF 4 INCHES,
I
3. TOPSOIL THAT HAS BEEN EXCAVATED SHALL BE
STOCK PILED AND PLACED IN ZONES 1, 2, 3 &
7
ADJACENT EXCAVATION AREA, IN THESE AREAS
TOP SOIL SHALL BE PLACED TO 6 INCH DEPTH
TO ACHIEVE FINAL GRADE.
1 0
4. SEE DRAWING CC301 FOR REPRESENTATIVE
I
CROSS SECTIONS,
5, THE CONTRACTOR SHALL NOT EXCEED A 1V :1H
ESTABLISH PLANTING TYPE 10
T
SLOPE AS THEY CONNECT THE OUTERMOST
(ZONE 3)
WETLAND CONTOUR TO EXISTING GROUND,
6. SEE SPECIFICATIONS FOR SPECIFIC PLANTS FOR
EACH PLANTING TYPE AS DESCRIBED IN TABLE
1�9
1 ON THIS SHEET.
7. DURING CONSTRUCTION MINOR ADJUSTMENTS TO
DIKE (SEE SHEET TREATMENT WILL BE AS DIRECTED BY COR,
CG301 FOR DETAILS) 8
-- - - -- - - - - -- - - -- - -- -- - - - - -- - -- - - - - -- ---- - - - - -- 3100 F
DIKE (SEE SHEET CG301 FOR DETAILS)
EXISTING �RAOE — 3090 z
DESIGN GRADE EXISTING HEAD CUT — — F
- -- - 3080 j
w
3070 W
7 +50 7 +251 +00 6 +15 6 +50 6 +25 6 +00 5 +15 5 +50 5 +25 5 +00 4 +15 4 +50 4 +25 4 +00 3 +75 3 +50 3 +25 3 +DO 2 +75 2 +50 2 +25 2 +00 1 +751 +501 +251 +00 0 +75 0 +50 0 +25 0 +00
WETLAND 4 PLAN, PROFILE, & PLANTINGS Saled1.0000 Times Ver.
s�Ied 1.0000TimssHv.
SCALE: 1" -50'
o so' goo
THE CONTRACTOR SHALL SURVEY THE AREAS
OF EACH SIGNIFICANT PHASE OF PROPOSED
BOOKS AND PROCESSED SURVEY DATA IN THE
FORM OF CAD DRAWINGS TO THE GOVERNMENT
NO LESS THAN 30 DAYS BEFORE
CONSTRUCTION BEGINS,
9, CONTRACTOR SHALL SUBMIT PROJECT GRADING
PLAN FOR EACH SIGNIFICANT PHASE OF WORK
TO THE CONTRACTING OFFICER'S
REPRESENTATIVE ICORI FOR REVIEW AND
APPROVAL,
10, FOR EROSION AND SEDIMENT CONTROL, SEE
SHEETS CS1H, CS109, CS302, AND CS601,
US Any Corps
of Engheerse
Huntington District
0
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o'
N zP C C
oN z W
e0om
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SHEET
IDENTIFICATION
CS 105
S 1 9 OF 22

i FrRn
1111w=0111
NEW TRAIL (PAVED)
z
J
N
LIMITS
(1F TRAIL
RIFFLE STRUCTURE
AND STREAM CROSSING
OF TR
REMOV
INSTALL CULVERT'
WITH HEADWALLS
INSTALL PAVED TRAIL \,
L RIFFLE STRUCTURE
STREAM CROSSING''Q
RIGHT DECENDING BON,,
ONLY
�LIVTS
OF TRAIL
REMOVAL
I
0� WETLAND W1, TO BE M- r „11-IN0 ,Il I-II 1 ­7 A1i�
COVERED BRIDGE
TRAIL, FENCE, CULVERT RELOCATION &
RECREATIONAL FEATURES INSTALLATION
— — — — — — — — — — — — — — EXISTING TRAIL SCALE: 1” =100'
0 100 200
—— — — — — — — — — — — — — EXISTING FENCE
OVERLAND FLOW
DRAINAGE PATH
THE CONTRACTOR SHALL CONSTRUCT UNPAVED TRAIL AS
A DIVERSION FOR GREENWAY TRAIL DURING
2. THE CONTRACTOR SHALL INSTALL TEMPORARY FENCING
WHERE REQUIRED TO DEFINE A BOUNDARY BETWEEN THE
WORK ZONE AND THE RELOCATED TRAIL.
2, THE CONTRACTOR SHALL INSTALL 2 BENCHES, 3
NFORMATIONAL SIGNS, AND 1 INTERPRETIVE KIOSK AT
LOCATIONS TO BE FLAGGED BY THE GOVERNMENT.
3. SEE SHEET CG502 FOR BENCH, INFORMATIONAL KIOSK,
AND INFORMATIONAL TRAIL SIGN DETAILS,
4, DURING CONSTRUCTION VNOR ADJUSTMENTS TO
TREATMENT WILL BE AS DIRECTED BY COR.
5. SEE SHEET CS108 FOR SEDIMENT AND EROSION CONTROL
PLAN, INCLUDING TEMPORARY ACCESS ROADS.
6. ALIGNMENT OF NEW PAVED TRAIL TO BE FLAGGED BY
THE GOVERNMENT.
1, CONTRACTOR SHALL REMOVE AND REINSTALL BENCHES
AND TRASH CANS WITHIN DISTURBED AREAS,
REINSTALLATION LOCATIONS WILL BE FLAGGED BY THE
GOVERNMENT,
I I
USArmyCorps
ofEngineerse
Huntington District
0
0
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s o'
nl z'
N ZN C C
ON z w
Cm' F
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a 0 0 L
C N 'J L L
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F•
F�
a� 02z
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rc� �n w I
um y Q
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W _
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JZ
Z�W
AWN aLL
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F 3 ui Q
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1Q
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Q�
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SHEET
IDENTIFICATION
CS107
SSE , Or 22

LEGEND
WETLAND 1 EROSION & SEDIMENT CONTROL PLAN
NOTES;
SEE SHEETS CS302 AND CS601 FOR TYPICAL SECTION OF SOIL BERM AND
BLOCK AND GRAVEL CURB INLET PROTECTION,
WETLAND CONTOURS REPRESENT 0,5 FOOT ELEVATION DIFFERENCE,
THE CONTRACTOR SHALL NOT EXCEED A 1V 1H SLOPE AS THEY CONNECT
THE OUTERMOST WETLAND CONTOUR TO EXISTING GROUND,
4. CONTRACTOR SHALL SUBMIT PROJECT GRADING PLAN FOR EACH SIGNIFICANT
PHASE OF WORK TO THE CONTRACTING OFFICER'S REPRESENTATIVE ICORI FOR
REVIEW AND APPROVAL,
5, CONTRACTOR SHALL MONITOR AND MAINTAIN ALL SEDIMENT AND EROSION
CONTROL MEASURES DURING CONSTRUCTION AND DURING VEGETATION
ESTABLISHMENT AND WARRANTY PERIODS,
US Any Corps
ofEngineerse
Huntington District
0
0
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IDENTIFICATION
CS109
SSE '6 Or 22
LVVi Y ML L i Y I NYU U�Uvi lLL
AND COMPACT BERM SOIL
TO 957. MODIFIED PROCTOR
!EXCLUDING TOPSOILI. SEE
DRAWING CG501 FOR
AGR4RAIN`DE7AIL,
CONTRACTOR SHALL PROME SEDIMENT AND EROSION
CONTROL DURING EXCAVATION PHASE AND PLANT
ESTABLISHMENT, CONTRACTOR SHALL INSTALL BLOCK AND
GRAVEL CURB INLET PROTECTION SHOWN ON DRAWING
CS601 OR PROVIDE EQUIVALENT PROTECTION.
WETLAND 1 EROSION & SEDIMENT CONTROL PLAN
NOTES;
SEE SHEETS CS302 AND CS601 FOR TYPICAL SECTION OF SOIL BERM AND
BLOCK AND GRAVEL CURB INLET PROTECTION,
WETLAND CONTOURS REPRESENT 0,5 FOOT ELEVATION DIFFERENCE,
THE CONTRACTOR SHALL NOT EXCEED A 1V 1H SLOPE AS THEY CONNECT
THE OUTERMOST WETLAND CONTOUR TO EXISTING GROUND,
4. CONTRACTOR SHALL SUBMIT PROJECT GRADING PLAN FOR EACH SIGNIFICANT
PHASE OF WORK TO THE CONTRACTING OFFICER'S REPRESENTATIVE ICORI FOR
REVIEW AND APPROVAL,
5, CONTRACTOR SHALL MONITOR AND MAINTAIN ALL SEDIMENT AND EROSION
CONTROL MEASURES DURING CONSTRUCTION AND DURING VEGETATION
ESTABLISHMENT AND WARRANTY PERIODS,
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IDENTIFICATION
CS109
SSE '6 Or 22

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SCALE; 1"=30'
NOTES;
WETLAND CONTOURS REPRESENT 0.5 FOOT ELEVATION DIFFERENCE
2. THE CONTRACTOR SHALL NOT EXCEED A 1V:1H SLOPE AS THEY CONNECT
THE OUTERMOST WETLAND CONTOUR TO EXISTING GROUND,
3. CONTRACTOR SHALL SUBMIT PROJECT GRADING PLAN FOR EACH
SIGNIFICANT PHASE OF WORK TO THE CONTRACTING OFFICER'S
REPRESENTATIVE ICDRI FOR REVIEW AND APPROVAL.
4. CONTRACTOR SHALL MONITOR AND MAINTAIN ALL SEDIMENT AND EROSION
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ESTABLISHMENT AND WARRANTY PERIODS,
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CS110
S1 " OF 22
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NOTES;
WETLAND CONTOURS REPRESENT 0.5 FOOT ELEVATION DIFFERENCE
2. THE CONTRACTOR SHALL NOT EXCEED A 1V:1H SLOPE AS THEY CONNECT
THE OUTERMOST WETLAND CONTOUR TO EXISTING GROUND,
3. CONTRACTOR SHALL SUBMIT PROJECT GRADING PLAN FOR EACH
SIGNIFICANT PHASE OF WORK TO THE CONTRACTING OFFICER'S
REPRESENTATIVE ICDRI FOR REVIEW AND APPROVAL.
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IDENTIFICATION
CS110
S1 " OF 22

SOIL BERM (TYPICAL),
SEE BOTTOM OF THIS
SHEET FOR TYPICAL
CROSS SECTION.
STEP 1 STEP 2
TREATMENTS 1 & 2 PROPOSED CONCEPTUAL CONSTRUCTION SEQUENCE FOR LIVE AND PEELED LOGS (TREATMENT TYPE 1 SHOWN)
STEPS:
1, APPROXIMATE EXISTING CONDITIONS,
2. INSTALL LIVE LOGS. THE CONTRACTOR SHALL INSTALL THE RIVERWARD LIMITS OF EACH
REACH OF TREATMENT, INCLUDING UP AND DOWNRIVER TRANSITIONS BEFORE
EXCAVATION OF RIVER BANKS OCCURS, TO EFFECT SEDIMENT AND EROSION CONTROL,
3. CONSTRUCT TOP OF BANK SOIL BERM. EXCAVATE FOR BRUSH LAYERING INSTALLATION,
4, INSTALL BURLAP, BACKFILL WITH SOIL IN COMPACTED LFTS, WRAP BURLAP UP THE
FACE OF COMPACTED SOIL AND LANDWARD, AND PLACE NEXT BRUSH LAYER. REPEAT
FOR EACH INTERVENING SOIL LAYER,
5, ESTABLSH VEGETATION RND MAINTAIN EROSION AND SEDIMENT CONTROL,
Im
TREATMENTS 3, 4; 5, 6, & 7 PROPOSED CONCEPTUAL CONSTRUCTION SEQUENCE FOR STONE TREATMENT TYPE 5 SHOWN)
STEPS;
1. APPROXIMATE EXISTING CONDITIONS
2. PLACE STONE, THE CONTRACTOR SHALL INSTALL THE RIVERWARD LIMITS OF EACH REACH
OF TREATMENT, INCLUDING UP AND DOWNRIVER TRANSITIONS BEFORE EXCAVATION OF
RIVER BANKS OCCURS, TO EFFECT SEDIMENT AND EROSION CONTROL,
3. EXCAVATE AND CONSTRUCT TOP OF BANK SOIL BERM, COMPLETE CONSTRUCTION OF
LONGITUDINAL DIKE,
4. INSTALL WILLOW WATTLES AND LIVE STAKES, PLACE SOIL, PLACE TOPSOIL. SEED AND
STRAW.
5. ESTABLSH VEGETATION AND MAINTAIN EROSION AND SEDIMENT CONTROL.
NATIVE GRASSES
FINISHED (VEGETATED) SLOPE
SOIL BERM TYPICAL SECTION
PROPOSED CONCEPTUAL CONSTRUCTION SEQUENCES FOR RIVERBANK TREATMENTS
NOTES
1, SOIL BERM SHALL BE INSTALLED AS PART
OF EROSION AND SEDIMENT CONTROL PLAN
TO MINIMIZE EROSION OF EXCAVATED SLOPES
DUE TO UPSLOPE STORMWATER RUNOFF,
2. BRUSH LAYERS, WATTLES, AND LIVE STAKES
ARE PERMANENT FEATURES OF EROSION AND
SEDIMENT CONTROL.
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IDENTIFICATION
CS302
SSE 'B Or 22
1
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TREATMENTS 3, 4; 5, 6, & 7 PROPOSED CONCEPTUAL CONSTRUCTION SEQUENCE FOR STONE TREATMENT TYPE 5 SHOWN)
STEPS;
1. APPROXIMATE EXISTING CONDITIONS
2. PLACE STONE, THE CONTRACTOR SHALL INSTALL THE RIVERWARD LIMITS OF EACH REACH
OF TREATMENT, INCLUDING UP AND DOWNRIVER TRANSITIONS BEFORE EXCAVATION OF
RIVER BANKS OCCURS, TO EFFECT SEDIMENT AND EROSION CONTROL,
3. EXCAVATE AND CONSTRUCT TOP OF BANK SOIL BERM, COMPLETE CONSTRUCTION OF
LONGITUDINAL DIKE,
4. INSTALL WILLOW WATTLES AND LIVE STAKES, PLACE SOIL, PLACE TOPSOIL. SEED AND
STRAW.
5. ESTABLSH VEGETATION AND MAINTAIN EROSION AND SEDIMENT CONTROL.
NATIVE GRASSES
FINISHED (VEGETATED) SLOPE
SOIL BERM TYPICAL SECTION
PROPOSED CONCEPTUAL CONSTRUCTION SEQUENCES FOR RIVERBANK TREATMENTS
NOTES
1, SOIL BERM SHALL BE INSTALLED AS PART
OF EROSION AND SEDIMENT CONTROL PLAN
TO MINIMIZE EROSION OF EXCAVATED SLOPES
DUE TO UPSLOPE STORMWATER RUNOFF,
2. BRUSH LAYERS, WATTLES, AND LIVE STAKES
ARE PERMANENT FEATURES OF EROSION AND
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IDENTIFICATION
CS302
SSE 'B Or 22

L
GROUND LEVEL TO BE
SAME AS BEFORE DEIGGING
LOOSEN AND FOLD BACK BURLAP
ARCH TOP 1/2 OF BALL
PLANTING MIX
EXISTING SUBGRADE
ALL ON
URGED
1/2 BALL SUBGRADE
WIDTH
SHRUB PLANTING DETAIL
NOT TO SCALE
NOTES;
1. SEE SPECIFICATIONS.
J
I
Prepare o a bundles
brush of Ilve em
Specles which
roof are preferredi
LIVE STAKES
*4:S
1
I
. Trench above stakes
1/2 dio2 of bunfts
4. Add f 1hrovgh
and below bundles
5, Cover wattlIng
th soil, tom
vl
3 1/2' MINIMUM EMBEDMENT
N,T,S,
PREPARE WATTLING: CIGAR -SHAPED BUNDLES OF
LIVE BRUSH WITH BUTTS ALTERNATING, 8-10106.,
TIED 12-15" O,C, SPECIES WHICH ROOT
ADVENTITOUSLY ARE REQUIRED,
LIVE STAKE DETAIL
LOOSEN ROOTS AFTER
FROM CONTAINER
EMERGENT PLANTING DETAIL
NOT TO SCALE
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IDENTIFICATION
CS303
£ -1 'B OF 22

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SHEET
IDENTIFICATION
CS602
SE 21 OF 22

I L J 4 J
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US Any Corps
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HuntingfonUistrict
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SHEET
IDENTIFICATION
CS603

R USArmy Corps
NOTCH IN EXISTING SOIL ofEngheerse
WITH STONE SPILLWAY RumiegroeUistrict
STONE DIKE NOTCH IN STONE
CLASS IIRIP RAP p
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i F
i Q
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EXISTING CHANNEL Ic
WETLAND 4 DIKE TYPICAL DETAIL
a
SCALE NONE
p
d
Q
EXISTING GRADE
3200 3200
3190 - -- -------------------- - -- -------------------- — 3190
— — — —
2 — — — — — 3180 ------------------------ - - -- -- - - - - -- -- - - - -- 318A0
2 3110 -- - - -- -- -- 3110
�1 3160 - --------------------------------------------------------------- 3160 z
3150 - --------------------------------------------------------------- 3150 p
3140 - --------------------------------------------------------------- 3140 u
3130 - --- -------------------------------------------------------- 3130 c
3140 - -- 3140 3120 -- - -- - - 3120
3130 - -- - -- 3130 WETLAND 4 DIKE TYPICAL SECTION A -A 3110 -------- ------------------------ ---- - -- f - -- 3110
3120 -------------------- -- ----------- 312C 3100 - --- ----------------------------- / -- -- 3100
77- - - �--- 3090 a
3110 \ ----------------------------------------------------- 3110 SCALE NONE --
3100 \ -- ----- - -- 3100 3080 - -- - - -- - 3060
3090 - -- -- _ -- — 3090 3010 -- -------------------- - 3010
3080 - -- - -- - -- ------------------------ -- 3060 3060 3060 °
°r
0 0�
3010 3010 155140 120 100 BO 60 40 20 0 20 40 60 80 100 120 140155 z a
•160 •140 •120 •100 •80 4 •40 •20 0 20 40 60 80 100 120 140 160 4 +50 " g" m
5 +50 a u3 r Z
zw
3200 - - - - -- -------------------------------------------------------- - 3200 Q o 0
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3190 -- - -- - -- - 3190 wd
F.
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3130 -- -- 3130 3110 - -- -- - -- -- - 3110
Qu }oa w
3120 EXISTING GRADE ------------------------------------ 3120 3160 3160 �p yl H LL
3110 \ -- -- -- 3110 3150 - --------------------------------------------------------------- 3150
3140 --------------------------------------------------------------- 3140 cm oQ v am \
3100 - 310C a 3
3 3090 - -- \ ---' -�-� _ 3090 3130 -- - - -- -- - 3130 m
3080 - -- - DESIGN -GRAD - -- 3080 3120 — 3120 w
3010 3010 3110 -- - - -- -- - �/ - 3110
•160 •140 •120 •100 •80 4 40 •20 0 20 40 60 80 100 120 % 160 3100 ------------------------ -- -- -- - 3100 W 5
N
4 +00 — - - ------------------ — - -- -- 3090 p E W
3080 -- -- - -- -- - 3080 o Z.
3010 -- -------------------- 3010
3140 3140 3060 3060 lz F
3130 -- - -- -- - -- 3130 •155.140 •120 •100 •80 •60 4 •20 2000 20 40 60 80 100 120 140155 N I i
3120 - -- - - -- -- 3120 +
3110 -------------------- -- - - -- 3110 3200 3200
3100 �\ _ -- - 3100 3190 — 3190
— - --
N90 - -- ,— _ _ - -- �- -- 3090 3180 3180 z
3080 - -- -- - -- 3080 3110 3110
3010 3010 3160 3160 � U
•160 •140 •120 •100 •80 4 •40 •20 0 20 40 60 80 100 120 140 160 3150 - -- -- - -- -- - 3150 > of
K a N
2 [phone]
N N
3130 - -------------------------------------------------------- 3130 z z ° CO
3120 -- -- - - — - 3120 W N Q U
cZQ _J
WETLAND 1 CROSS SECTIONS 3110 ------------------------ ------------------------ 3110 o m Q w F
4 3100 3100 2 3 Q
3090 - - - - -------------- y -------- 3090 Z
� W
3080 - -- - -------------------- --- - - - -- 3060 N W
3010 - - -- - - 3010
d
3060 3060 W
•155.140 •120 •100 •80 •66 4 •20 1 +0 50 20 46 60 86 100 120 146155
WETLAND 4 CROSS SECTIONS SHEET
IDENTIFICATION
CG301
SSE 0 Of Pf

I
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N
z
10,
ASPHALT SURFACE
0000 �oo u0 �o u0 o�a0 � "a0 oo u0 oo o0 oo0 "�a0o v0 ° °a0 Oa0 �o u0 oo u0 �ou0 o�a0 op o0o
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� FABRIC OR EQUIVALENT
ABC STONE (1.5" NOMINAL VAX. DAMETERI
PAVED TRAIL TYPICAL SECTION
FIGURE 1- SLOPE PREPARATION FIGURE 2 - GEOTEXTILE PLACEMENT
J
N
I
12'
GRAVEL SURFACE
.d oO �d pop Q.d ooQ�,d �00'd d apQ.d od ppQ.d po��,d
180N FABRIC OR EQUIVALENT
UNPAVED TRAIL TYPICAL SECTION
FIGURE 3 - PLACEMENT OF GEOWEB SECTION
FIGURE 4 - ANCHOR INSTALLATION METHODS FIGURE 5 - NFILL GEOWEB CELLS WITH REQUIRED
EXCAVATION OF RIVER GRAVELS
GEOWEB TYPICAL INSTALLATION DETAILS
NOT TO SCALE
FIGURE 6 - AFTER CONTRACTOR NO LONGER
REQUIES CONSTRUCTION ACCESS, PLACE TOPSOIL
OVER STONE-FILLED GEOWEB & REVEGETATE
NOTES
1, INSTALLATION PROCEDURES SHALL BE SUBMITTED TO
AND APPROVED BY GOVERNMENT PRIOR TO
NSTALLATION,
SCALE 111:1'
o r z'
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Imr uanisocdtprroraagarmtcrlTaiarh oapplicador
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nn nF tpa till m aka"lanic� d tta future: Replace pr
sib�s eater ➢rrcar�
sY5,1rraair,almll4"duld.4' A
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lit IM dukAaN" €igrdUtd,pomleutr
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h�l� krrmt �nk�riag � r galat.
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jSktsA] Uw oprellN rhlIlIrAlh Amg lour pipel causing
W'14,
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ft) fldM €ak al HdyoJ to t afofV s 19 ull vii miter flaw all you to
aaill ut}l =ursirl Dodd [or mallilid lxa0artleaning(annual
R fli Ta a sroM s hia"wded),
ttLimurd l to W instift al Ing ondal 02 to avoid rodent enCy,
PV( PIl Sm k lAvmidd r ,lal ivy or call for details,
WETLAND CONTROL STRUCTURE TYPICAL DETAIL
NOT TO SCALE
I I
USAr lCorps
of Engineers'
Huntiagfon District
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SHEET
IDENTIFICATION
CG501
S 1 1 OF 22

r)
4'
L J 4 0
I I
US Any Corps
otEngheers'
nn Huntington District
\1
FRONT VIEW SIDE VIEW
INFORMATIONAL TRAIL SIGN
NOT TO SCALE
of
FRONT VIEW SIDE VIEW
INTERPRETIVE KIOSK
NOT TO SCALE
RECREATIONAL FEATURES TYPICAL DETAILS
NOT TO SCALE
GROUND SURFACE
GROUND
SURFACE
CONCRETE EMBEDMENT
dQ 6�
e e e n
of 21
SIDE VIEW
CONCRETE EMBEDMENT
BENCH
NOT TO SCALE
NOTES;
1, ALL DIMENSIONS SHOWN ARE APPROXIMATE.
2. SIGN CONTENT TO BE PROVIDED.
3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF BENCHES AND SIGNS
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SHEET
IDENTIFICATION
CG502
SSE '2 OF 22

r
d
1
nn' 1
1�
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�ESTABL6H "PLANTING \ W
TYPES 1,2 AND 10\
X
pp
810
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WETLAND 4 ALIGNMENT
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F
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Y
X
I
1!
SOUTH FORK CHANNEL AUGNMENTJJ ''IInn°
BOTTOMLAND
FOREST AREA 10
ALIGNMENT
m
ALL CULVERT WITH HEADWALLS
S7A.21�00 OF SOUTH FORK CHANNEL ALIGNMENT
NEW TRA 25'
Z 300 IL 2 309 Z
--- - - - - --
3090 T - -------------------------- - -- _ - -_ - -- -- - - - - -- 3090 Q
EXISTING GRADE
w 3080 3080 W
0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00
STATION
Scaled 20000 Times Ver,
BOTTOMA FOREST 10 PA & PROFILE Scaled 1.0000 TimesHor,
0 40' 80'
NOTES
1, CONTRACTOR SHALL EXCAVATE WITHIN BOTTOMLAD
AREA B10 TO EFFECT POSITIVE DRAINAGE FROM THE
NEW CULVERTS TO THE RIVER.
II
US Any Corps
ofEngineerse
Huntington District
0
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SHEET
IDENTIFICATION
CS106
S 1 'O OF Pf