20160268 Ver 1_401 Application_20160816

VICINITY MAP
NOT TO 5CM
SHEET
INDEX
SHEET NO.
DESCRMION
I
TITLE SHEET
IA
Sm PLAN
2
TYPICAL SECTIONS
3
DETAILS
4-5
PLAN AND PROFILE
Pl
PLANTTNG DETAES
P2
PLAN GPLAN
X&1
CROSS SECTIONS
20 30 fi0
1I k EMMET. I... - SREE,9 k-5
R
V&RTIC. MITE
RESOURCE INSTITUTE, INC[I — � -F-
NC, 1083—Pcov 1
POPLAR COVE CREEK (CORPENING)a- RE
STREAMRESTORATIONPROZECT
POPLAR COVE CREEK
MACON COUNTY, NORTH CAROLINA
PROJECT LENGTHS
PROPOS20 RE9TORpT10N� COPIER COVE CREEK= 591 P! II WZ�� �

FINAL PLANS
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LOCATION KEY
PROPOSED
\
LEGEND
( CLASS 11 MARAS
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PROPOSED STREAM
RStORNDON
Zr�
PROPOSED
f✓�
PWIAR WK GREEK
WW
i�
PILL
MSTNG PROPERTY
BOUNDARY
# A
BEGIN PBPLA4 QrvL REEK "
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NOTE: PROPEM BOUNDARIES, FENCES AND UTILITIES NOT
APPROXIMATE LOCATIONS ONLY.

BANK
LANK
SECTION 1
TYPICAL RIFFLE
END i0 SCALE
E
I SAM,
SECTION 1
TYPICAL POOL
NOT TO SCALE
s
3
GONffiGL
TABLE 2: S(IDPLEMENTAL BED MATERIAL (WITH HARVESTED GRAVEL)
TABLE 1: SECTION DIMENSIONS
;DMNICEAREABDI)ABLE
B
REACH
TNCAL
CECTpN
STATION
RIFFLE DIMEN'"' 8
3
DEPTH OF
POOLDMENSpN3
WMW W%s H'naL
VM�1 dxr dFoz
YIP
WUIT d� gppftOX.
P) Ito IPJ
AB (h (ro
IRI
POOL DEPTH
(M (W NO
POPLARCOVE CREEK
1
iDNi9 TO 10]+50
09.6 1]D 5.t
10
L80
iSt
10.1E
1LBp 3.OT LO
TABLE 2: S(IDPLEMENTAL BED MATERIAL (WITH HARVESTED GRAVEL)
PERCENT OF TOTAL MIX
;DMNICEAREABDI)ABLE
B
.71
3.0
3
DEPTH OF
REACH
CINESCEE
12
YIP
YSTONE
BEFORE
iSSTONE
BED
1Pm
HARVEST
STONE
STONE
1.03
NCDOT
WOOD
MATERIAL
1b
MATERIAL
MO. DR)
ALIS)
(SURGE )
(CLASSA)
(CLASSW
(FT)
POPLAR COVE CREEK
I TOGAS
1.0
]TIL, ANU IINI
NO OUARRY STONE WILL BE REQUIRED FOR USE AS BED MATERIAL. THE DI OF INSTALLED BED MATERIAL
SHALL BE APPROXIMATELY ADM. (MIN).
FIXE CONTRACTOR SHALL Fd LPX THE SEQUENCE OF CONSTRUCTED IN BENCHMARKS AW WE
PIANS ONO AN NNECTED BY WE ENdNEER.
ME COMEDOWN SHALL CONDUCT STREAM WORK, INCLUDING INSTPAIAipN OF IN-SEEAM
STRUCTURES GRADING, VARIEGATION MEASURES. AND AMONG ME MULCRING, ON A SECTION OF
STREAM nui CAN BE ENTIRELY COMPLEIEL IN A SINGLE MY.
THE CONTESTER SHALL IDENTIFY THE ANSI BECAME, LIKES OF OSNRBWEE, SHEENS
ARRAS. STAGING ANDS, AND CONSTRUCTION ENTRANCES WOH EE ENGINEER.
2. THE CpNEACIOR $RM.I RELEASE STABILIZED WADDINGTON ENTRANCE.
5, THE CONTRACTOR SHALL WBIUZE ACCIDENT MATERIALS, PREPARE STAGING ARFIS, µ0
STOCKPILE MEALS.
4 CONSTRUCTION TRAFFIC TO BE UMNEO TO 11" OF DISIUWBgNCF AS INDICTED ON THE
COHSEUCTEN PIANS OR M DIRECTED Bl RIE ENGINEER.
5. THE DISMEMBER SMALL INSTALL ALL TWPoRA4Y ROCK CHECK 0.4NS, SITE EDGE. AND
MULCHING AROUND All CONSTRUCTION ARDS INCLUDING STAGING AND SMONTAIIF ARE6 AS
INDICATED ON THE CONSTRUCTION PLANS OR AS DIRECTED BY WE ENGINEER.
IF THE CONTRACTOR SMALL MSIALL ALL WSPORMY STREND CRECEIR . OUCHES AND STREAM
REACHES WELP BE Ilii OPEN DURING INITIALC
PHA RUBBERES OF CONSTRRON TO ALLOW FOR
DRAINAGE ANG TO KEEP SITE ACCESSIBLE.
THE CONTRACTOR SMALL BEGIN CLEARING I FLEUUPLNN ESTIMATING, AND GAMING WORK TO
DESIGN WAGES AT THE UPSTREAM ENO OF ME CHANNEL AS (ABOARD ON ME CONSTRUCTION
PIANS. ME COMMODORE SHALL NOT DISTURB MY MORE FIDCOPWN AREA LARGER ANO
STREW REACH LONGER WIN CAN STABW2ED IN ONE CO,
B. OKE A NEEDED OF SEGN ME HQODPUIN NAVE BEEN CALIBRATED TO DESIGN GRADES.
IH -STREAM STRUCTURES. WRING. AMC TRARSPGMS SHALL BE INSTALLED IN THAT SECTION.
EXISTING AM MATERIALSMA RBE FAUCHER AND iPLACED IN ME CCNSRUCRD CHANNEL.
9. THE CONTRACTOR mceu
10. ONCE A SEEM 1PoRN
IAL A LMPINAND NOCK CHECK MM AND
BE MAINTAINED ON A REGULAR AND BY THE
GONEACNR WILL APPLY TEMPORARY SEEDING,
ARFIS DSNRRD OWING CWSTRUCIgN.
YELL BE APPLLED AS SNDAN ON TIE HEADER
ALL AREAS SUSCEPTIBLE TO EROSION INCE
MR. MYS FOLLEMANG COMILENON OF AM
A BE ESTABLISHED FOR ALL DISBURSED AREAS
M CONEEUCTON.
;DBEFORE LEAVING THE ERO.IECT WE ALONG
PIKS AND TEMPORARY CHEEK DAMS.
EL ALL SHPUNT ALL BUGGY VEGRATEN ANO
ANTNG CRATES AND SPECBIFAMtxs, .1
MIDDLE WALING EE APPROPRIATE TIME OF
IS FRE£ OF TRASH AND CUTLASS MATERIALS
E NATE.
2 ALL MECHANIZED EQUIPMENT OPERATED W OR NEAR THE SPREAD
OR OS TRIBUTARIES WELL RE INSPECTED REGULARLY AND
RETAINED EN UE.
S ALL EQUIPMENT MMNIFNANCE SEAL M PERFORMED AT ELECT
50 FF FROM EE sEUM ON US THIBMARIE,.
4, CLEARING ME MUGGING SHALL K LIDDED TO TNT WHICH Is
NECESSARY FOR CONSTRUCUON OF THE PROPOSED CHANNEL
AND SMALL BE ALTERNATE BY ME ENGINEER,
E CONIRACLOR IS MSPONSIGIE FEE 1.111NG SAE (EDGE. ANO
EGRESS FROM WE CUR ME STEELED INCLUDING, BUT NOT
ENDED M. WALES ON GAMETE PUBUC RSDS AFFECTED BY
CONSTRUCTION TRADED
6, CDRACTOR SHALL DEPOSE OF ALL WASTE MTERAS
GENERATED BY CONSLRUCEION ACTIVITIES IN ACCORDANCE WITH
ALL FEDERAL , STATE AND LORAL REGULATIONS.
THE CONTRACTOR SMALL BE RESPONSIBLE FOR WEARS i0
EXISTING FACILITIES FROM DAMAGES OCCURRING AS A RESULT OF
CONSTR
UCTION ArnvmE2.
e. THE INSTALLATION OF EROSION GENWEL MEASURES AND
PRAMCBM SHALL OCNR PRIOR TO END DISTURBING ACTMTES.
IM EARY
EE COORDINATE BOSTON! 5 THE NAI NORTH GRONNA STATE
WE GRID,
THE VNTCAL MEN IS MADS .
CHANNEL
CONSTRUMM SHALL O
IBEGINT ME UPSTREAM ENO OF EACH
CHANNEL REACH AND PROCEEDEOWNSIRGM UNLESS APPEARED
OTHERWISE BY WE ENGINEER,
Z BED LATERAL W ROOM SECTIONS SHALL CONSIST OF BED
W2RWL EXCAVATED FROM DODGE GBARMEL WHERE
INSUFFICIENT BED LATERAL IS PRESENT IT SHALL BE
OPPLEMEMED WITH MATERIAL ACCORDING TO TABES 2 AND AS
DIRECTED BY ME ENGINEER.
]. ME CHEMISE BANKS SMALL BE STABILIZED ACCORDING TO THE
BANK PROTECTION DETAILS ON WEBB 3.
4. GAMBIA MURKINESS SHALL BE AS FOLLOWS:
WIDTH +/- os FB
OEPRO.I f ./- FT
RIFFLE ELEVATONS. +/- 0.1 FT
IDOL EMBODIED + 0.1 Er, - E S R
STRUCTURE ELEVATIONS: +/- EL R
RING CHANNEL (ACCESS M BE FILLED ON PIANS SHALL BE
SNUFFLES WITH 1 -FOOT EES AND CONDEMN TO IN -SW
SOIL BEROWDY CHANNEL SHALL BE TREE FROM BRUSH AND
ORGANIC ADDIS PRIOR TO NICKELLING.
6. PUMP MOUND OPERATION SMALL BE USED TO OVERT ROW
OUMNG CONSTRUCTION WHEN PRALTIGL
IEEE SURVEY/INNIEST/PRORPIpN MC
1, WOODY MATERIAL AGE BE HERCULES CN -SIZE HER USE WE
IN -STREAM STRUCTURES Fdt STiICARRE( MANUEL, GRADE
GOMENOL AND ATLANTIC HABITAT ENHA4CEAHEM/RESNPACON.
W➢OVY NATURAL INCLUDES BOTH URGE AND SMALL SI2E
DAMETER FEES INCLUDING STEM AND ROOT MUSS. IDFES WILL
BE HARVESTED FROM UPLAND AREAS AS WELL AS ALONG
REGONSEUCRD STREAM BMKS DURING ME RESIOPATGN
CONERKHON PROCESS.
2. PREFERRED MARVEST FEES To
BE DETECTED FOR NOMINATION
PURPOSES SHALL FIRST INCLUDE ALL SWEET, FINANCE,
WVMD. ANF UNDESIRABLE FELE SPECIES UNTIL THE MAGNUM
NEEDED FOR SEGS RESONATED ARE MEI. ARDS PELECRD
FOR RAWEST SHALL OCCUR WeNIH ME UMNS OF DISTURBANCE
AND DELINEATED BY A POWDER ARBORIST OR LAMER
PROFESSIOWI ECOLOGIST/BIOLOGIST.
J. T4NSPLANTS WILL BE SELECTED AND RELOCATED E DIRECTED
DY THE ENGINEER,
4 ALL WOODY MATERIALS WILL BE STOCKPILER IN ME APPROVED
STAGING AND SIOCEPILE AREAS,
5, IN ALL AREAS WHERE TREES ARE HARIESTED PROPER BNP AND
ERWUN AND SEDIMENT CONTROL WILL BE IMPLEMENTED AND
THE AREA IMMEDIATELY STABILISE WITH TEMPORARY ANG
PERMWEM SEEDING/MUIEH AS HMYESONC OCCURS
LAR
VE
EEK
;DMNICEAREABDI)ABLE
B
.71
3.0
3
i31.0
SWAR Mltl
DOE?
SVAun 110n
O.DG?
VADRATp
1Pm
I SAUDI DENT.
21
BMIWIIT
1.03
POOI-POOL MTp
3A -EB
M1£ANOER WDTi M1p
1b
IAL A LMPINAND NOCK CHECK MM AND
BE MAINTAINED ON A REGULAR AND BY THE
GONEACNR WILL APPLY TEMPORARY SEEDING,
ARFIS DSNRRD OWING CWSTRUCIgN.
YELL BE APPLLED AS SNDAN ON TIE HEADER
ALL AREAS SUSCEPTIBLE TO EROSION INCE
MR. MYS FOLLEMANG COMILENON OF AM
A BE ESTABLISHED FOR ALL DISBURSED AREAS
M CONEEUCTON.
;DBEFORE LEAVING THE ERO.IECT WE ALONG
PIKS AND TEMPORARY CHEEK DAMS.
EL ALL SHPUNT ALL BUGGY VEGRATEN ANO
ANTNG CRATES AND SPECBIFAMtxs, .1
MIDDLE WALING EE APPROPRIATE TIME OF
IS FRE£ OF TRASH AND CUTLASS MATERIALS
E NATE.
2 ALL MECHANIZED EQUIPMENT OPERATED W OR NEAR THE SPREAD
OR OS TRIBUTARIES WELL RE INSPECTED REGULARLY AND
RETAINED EN UE.
S ALL EQUIPMENT MMNIFNANCE SEAL M PERFORMED AT ELECT
50 FF FROM EE sEUM ON US THIBMARIE,.
4, CLEARING ME MUGGING SHALL K LIDDED TO TNT WHICH Is
NECESSARY FOR CONSTRUCUON OF THE PROPOSED CHANNEL
AND SMALL BE ALTERNATE BY ME ENGINEER,
E CONIRACLOR IS MSPONSIGIE FEE 1.111NG SAE (EDGE. ANO
EGRESS FROM WE CUR ME STEELED INCLUDING, BUT NOT
ENDED M. WALES ON GAMETE PUBUC RSDS AFFECTED BY
CONSTRUCTION TRADED
6, CDRACTOR SHALL DEPOSE OF ALL WASTE MTERAS
GENERATED BY CONSLRUCEION ACTIVITIES IN ACCORDANCE WITH
ALL FEDERAL , STATE AND LORAL REGULATIONS.
THE CONTRACTOR SMALL BE RESPONSIBLE FOR WEARS i0
EXISTING FACILITIES FROM DAMAGES OCCURRING AS A RESULT OF
CONSTR
UCTION ArnvmE2.
e. THE INSTALLATION OF EROSION GENWEL MEASURES AND
PRAMCBM SHALL OCNR PRIOR TO END DISTURBING ACTMTES.
IM EARY
EE COORDINATE BOSTON! 5 THE NAI NORTH GRONNA STATE
WE GRID,
THE VNTCAL MEN IS MADS .
CHANNEL
CONSTRUMM SHALL O
IBEGINT ME UPSTREAM ENO OF EACH
CHANNEL REACH AND PROCEEDEOWNSIRGM UNLESS APPEARED
OTHERWISE BY WE ENGINEER,
Z BED LATERAL W ROOM SECTIONS SHALL CONSIST OF BED
W2RWL EXCAVATED FROM DODGE GBARMEL WHERE
INSUFFICIENT BED LATERAL IS PRESENT IT SHALL BE
OPPLEMEMED WITH MATERIAL ACCORDING TO TABES 2 AND AS
DIRECTED BY ME ENGINEER.
]. ME CHEMISE BANKS SMALL BE STABILIZED ACCORDING TO THE
BANK PROTECTION DETAILS ON WEBB 3.
4. GAMBIA MURKINESS SHALL BE AS FOLLOWS:
WIDTH +/- os FB
OEPRO.I f ./- FT
RIFFLE ELEVATONS. +/- 0.1 FT
IDOL EMBODIED + 0.1 Er, - E S R
STRUCTURE ELEVATIONS: +/- EL R
RING CHANNEL (ACCESS M BE FILLED ON PIANS SHALL BE
SNUFFLES WITH 1 -FOOT EES AND CONDEMN TO IN -SW
SOIL BEROWDY CHANNEL SHALL BE TREE FROM BRUSH AND
ORGANIC ADDIS PRIOR TO NICKELLING.
6. PUMP MOUND OPERATION SMALL BE USED TO OVERT ROW
OUMNG CONSTRUCTION WHEN PRALTIGL
IEEE SURVEY/INNIEST/PRORPIpN MC
1, WOODY MATERIAL AGE BE HERCULES CN -SIZE HER USE WE
IN -STREAM STRUCTURES Fdt STiICARRE( MANUEL, GRADE
GOMENOL AND ATLANTIC HABITAT ENHA4CEAHEM/RESNPACON.
W➢OVY NATURAL INCLUDES BOTH URGE AND SMALL SI2E
DAMETER FEES INCLUDING STEM AND ROOT MUSS. IDFES WILL
BE HARVESTED FROM UPLAND AREAS AS WELL AS ALONG
REGONSEUCRD STREAM BMKS DURING ME RESIOPATGN
CONERKHON PROCESS.
2. PREFERRED MARVEST FEES To
BE DETECTED FOR NOMINATION
PURPOSES SHALL FIRST INCLUDE ALL SWEET, FINANCE,
WVMD. ANF UNDESIRABLE FELE SPECIES UNTIL THE MAGNUM
NEEDED FOR SEGS RESONATED ARE MEI. ARDS PELECRD
FOR RAWEST SHALL OCCUR WeNIH ME UMNS OF DISTURBANCE
AND DELINEATED BY A POWDER ARBORIST OR LAMER
PROFESSIOWI ECOLOGIST/BIOLOGIST.
J. T4NSPLANTS WILL BE SELECTED AND RELOCATED E DIRECTED
DY THE ENGINEER,
4 ALL WOODY MATERIALS WILL BE STOCKPILER IN ME APPROVED
STAGING AND SIOCEPILE AREAS,
5, IN ALL AREAS WHERE TREES ARE HARIESTED PROPER BNP AND
ERWUN AND SEDIMENT CONTROL WILL BE IMPLEMENTED AND
THE AREA IMMEDIATELY STABILISE WITH TEMPORARY ANG
PERMWEM SEEDING/MUIEH AS HMYESONC OCCURS

, /////UEEi RI7SDSLLXEEWORUWTUION
BWNRANNi
H. IDE,
BENCX LOCATION
N__ C.L.
_L
EMISPNG LINNNp BED
MAINTAIN EXISTING CHANNEL BANK
NDi TO SCALE
'D P REPRESENTATION
SPE BANK A BANK PROMMETTON _\
-CONSIItRCE MANN AND &HE'LLU BENCX -
SEE MHEEF C. TABLE 1 FOR SEEDS',
EIMG TOE LOCATION
EMISTNCRISLLUNNEL BED
CONSTRUCT BANK AND BANKFULL BENCH
(MAINTAIN EXISTING(MAINTAIN EXISTING BED)
um To SCALE
RLMV, END
SEE BANK p BANK OPERA
BANK PROTECTION
SOD AND MAT
NOT TO SCALE
MONTI MOUTH
CWS II NOW
\ 1V
LXwxxa efD
L4R FABRIC
CA (MIN) 2,F (NLN)
BANK PROTECTION
CLASS II RIPRAP
..I.
s1RUVT N.. RANK AND NANKIN. GINS. -
SEE SHEET 1, TABLE 1 FOR ONfxswxs
`­E..AS MIWJxfL BN
CONSTRUCT BED BANK AND UANKFULL BENCH
(ABANDON EXISTING BANK FEATURE)
BUT IS LE
N06S
I. 9RUCNXE BMNEILL WICRA. SHALL MIST OF
ONSTOPML COMPARED TO IN-SITU DdSM.
2 STRUCTURE &CXXLL CW SWc N
JL ASI OF
ONCTIE TONF/CRAKL AS APPROVED Bf THE
END(.
3. ALL WIDE AND CAPS SPAIN BWWQ6 AND
01 SWLL BE CHMNTS H MORE PROF TO
INSRWnON OF MOM FABRIC.
DEEP ADAL
eAUD LouTlou A
- \ � NDICATEo ax n
PIAX SXFEK
\_SHALLOW POOL q
LOG—ENHANCED RIFFLE ti DffP Pool
PROFILE
'UP
msLALL '
1
NATURAL CNI NATURAL GRouxD
f•E OSS (MIN) S'N
P. f' CCIR FEAR MAnINC TO BE
PIACfO PRIOR TO INSTALLATION
ON -SNE
BAD CI Bf0 MARRIM.
I— E, �I MATERIAL
2' BASE DFFCH
W/ ON—SITE BED MATERIAL
NOT TC SE.E
PERMANfN! NSE ANCHOR &YIlDERS
MVLCH i0 SELVRE LOC �
� n
' '
awLM POOL
)
e
LW N'INVERT SEfq
RIfRE GRgOE
'$
Lcc BANDE SEL wHH No BgCkER
OR PUTAFABRIC (➢T)
(NOTE: LOOS SHALL NAVE A Mw MMILOG—ENHANCED
RIFFLE
M W AND A MIN LENGTH OF 25'
PLAN
NOT TTO 1.
Nd
k
IDc
caeMLf 0R
GOVLDER CLo4ER
��FCCKfT
PSI
s1RUVT N.. RANK AND NANKIN. GINS. -
SEE SHEET 1, TABLE 1 FOR ONfxswxs
`­E..AS MIWJxfL BN
CONSTRUCT BED BANK AND UANKFULL BENCH
(ABANDON EXISTING BANK FEATURE)
BUT IS LE
N06S
I. 9RUCNXE BMNEILL WICRA. SHALL MIST OF
ONSTOPML COMPARED TO IN-SITU DdSM.
2 STRUCTURE &CXXLL CW SWc N
JL ASI OF
ONCTIE TONF/CRAKL AS APPROVED Bf THE
END(.
3. ALL WIDE AND CAPS SPAIN BWWQ6 AND
01 SWLL BE CHMNTS H MORE PROF TO
INSRWnON OF MOM FABRIC.
DEEP ADAL
eAUD LouTlou A
- \ � NDICATEo ax n
PIAX SXFEK
\_SHALLOW POOL q
LOG—ENHANCED RIFFLE ti DffP Pool
PROFILE
'UP
msLALL '
1
NATURAL CNI NATURAL GRouxD
f•E OSS (MIN) S'N
P. f' CCIR FEAR MAnINC TO BE
PIACfO PRIOR TO INSTALLATION
ON -SNE
BAD CI Bf0 MARRIM.
I— E, �I MATERIAL
2' BASE DFFCH
W/ ON—SITE BED MATERIAL
NOT TC SE.E

o o
OO O EXISTING O
CDO ± N GNY MRS +
o o / IJ EXISTIGO
UBLRY PONE /
i
BEGIN POPIAR COVE CREEK- —�'CON/
%7A 10UCRON
STA ID2+18.9
CREEK
FENCE
YU 0 ]0 w
Sw£ w iFfT
-t
2230
100+00 101+00 102+DO 10
FULL SIZE PLAN - HORIZONTAL SCALE: 1” = 20' VERTICAL SCALE: 1" = 2'
O ? eeuiie: h1 u6noao
o = _-^eoruR coos cveaK m
+�' _

% M e/aaape um
— - EXISTING BED
_ ROPOSED BANKFULL
RADE 2245
vROPOSEDBED
1 -
_._ 2240
a TI 2235
3+00 104+00 2230
105+00
HALF SIZE PLAN - HORIZONTAL: 1" = 40' VERTICALI" = 4'
POPLAR COVE CREEK
LOCATION KEY
LEGEND
PROPOSED
®STREAM
RESTORATION
O�
'le
® MEE
EXST
X FENCENG
EXISTING
l \ oo.
PROPERTY
BOUNDARY
EX STING
TREE
EXISTING TREE
TO SAVE
2240
-
-
--
EXISTING TERRACE
— - EXISTING BED
_ ROPOSED BANKFULL
RADE 2245
vROPOSEDBED
1 -
_._ 2240
a TI 2235
3+00 104+00 2230
105+00
HALF SIZE PLAN - HORIZONTAL: 1" = 40' VERTICALI" = 4'
POPLAR COVE CREEK

Wo Creek EE"�gineeriog4
\
R6BTOMTIOH PBOl9
�P6pOIBCE
(p
n
�

es xwm '
1089
W a/m/m m 5
\
/
PROPOSED DPIAR
COP
I
m — —
'--
i
ENDPOPIAR COVE CREEK
,
'
/
CONSTRUCTION
'
STA 107+49.5
\
CP
X—X_x
—
_
1---
\
/
�
LEGEND
o
/
\
/\
PROPOSED
_
_
® STREAM
RESTORATION
AM
UNNEO TRIBUTARY
(PROPOSED 2—FT BASE DITCH
\
RADE BACK
® FILL
WITH ON—SITE BED MATERIAL)
,AND AT 31
\
GRADE BACK
BANK AT 3:1 \
X EXISTING
FENCE
EXISTING
—
PROPERTY
o �I
BOUNOARI'
EXISTING
unmi:\\
TREE
m
EXISTING TREE
j
xa
o m m
TO SAVE
SLLLE IN iFEi
2243
IT_
2243
alai 11
EXISTING
TERRACE
_
—
— EXISTING
BED
PR
POSED BANKNLL
2240
POSED GRADE -
2240
_ _
_l.
_
_
-
PROPOSED
BEo.
L
2235
---
�-�-- __
_
-
- -
-
---
-
��.
2235
on
-
t"-
-
w
ory
2230--
-_
2230
RL
+
+
2225
2225
105 00+
106 0 0
N
+
107 00
108+00
109+00
110+00
FULL SIZE
PLAN HORIZONTAL SCALE: 1" = 20' VERTICAL
SCALE: 1"
= 2' HALF SIZE PLAN
- HORIZONTAL: 1" = 4 0
VERTICAL:1"
- 4'
-
POPLAR COVE CREEK

or•♦-"mss
troo-
pti
BUDS fACINCUMARD SULAME CUT TOP
uu Ku DG
wwTE CUT US - A5 DEGNEE
LRE ROAD MAL
NUMBER OF LIVE STAKE ROWS
CHNPTH IN SDE OUTSIDE
oE➢IX W SFND TANGENT DF BEND
cm
D-15 2
5-35 2 2 ]
25-].5 ] RL
IST TM 1. RDW SIWL BE
Ai LEl4T LE FTpU TOE OF
RIFFLE SECTION ENANN 1 pR AT IDP DP .1,MOT TO SCALE CXFhR D6IANCE 6 IN IFR
ROW
J InNTVb -AL ICRN
A. TO SCALE
"AND, NOTES,
TEMPOPAR(AND PERMANENT SEED
1. ALL OUTLASTED MEAS WILL BE STARTIZED LEAN MULCH PND
TEMPORARY SEED TO PROVµIDE ACEDUAIE GROUND COAST D
CDNDIIbN THE II
2. MULCH MUST BE ROW M ACHIEVE M% COVERAGE (ROUGHLY
2 TENS/KRE FDO WHEAL STMW)
3. A FERT " SUL LEST SHALL BE USED TO DETERMINE
FFRTHAER AMI OR. IF RO SOIL TEST IS AMNIAHI£, A
SIMI MIME, SHALL BE APOLLO OF 2 TONS CF UK PER
WERE
AND ]DS -LOUD LBS OP 10 -10 -Ip FERfl. PER ACR,.
UM TIME ROOT SHRUBS AND VOTES IN AREAS AS UNCROSS
ON THE PUNS.
2, PRpNDE THREE ROWS OF PLANTINGS AT A 12SPAPNG TO
YIELD P ]S -FT -WAR %ANRR BUFFER ON FA CX SLOE DF
CHANNEL
3, LOOSEN IS.. SqL ANO 1. IN HOLES FURMFII WITH A
SPACING
NI TRUE W OR EDIAL
<. PROVIDE PUNTING HOLE SUFFCIENT IN SIZE .WD DEPTH TO
PREVENT CRMDING OF ROOTS
Wll KE
5. ROOTS SBE PT MT DURRIG TRANSPORATION.
DIsDERLUIDN, MD INSTu LATERAL
B. I.S SHALL BE HERE0.IN INTO MOIST SOIL V NOT
PROMPTLY PLANTED PREM ORWHO TO THE PROJECT SITE.
SNE SMEs
FLARES SHOO. BE CUT AND INSTALLED ON THE SAME Mr.
2. STARES TMT ME SPLIT SINLL NOT BE INSTALLED.
3. STME SINLL BE INSTALLED OFTHOWALUT TO THE DARK AND
WBH Blas PORTING UPWARDS.
a. STUFF SHALL BE .i TO 2 INCHES IN DNMEIER AND 2 i0 ]
FE ET IN LENGTH.
5. AFIEP INStgL4ilOR THE LOP PORTION OF STAKES SHALL BE
LOOMED WIN A RELATED M LFANNO NO LESS THAN 1 INCXES
AND NO MORE THAN 8 INCHES AiOAD ME SWORD.
WFAMAN
ITHET PLANT CPECWS TO BE INSTALLED SPALL Al DEPUT NI ON SPFB16 MIUBATY.
SE.,NAY N0.'MTY EUI ON AS APPFWED BY dBINEER.
"I EM 1. MY
SET AT CUP 0'
Is wE ST4E Bpl
wAnR ox WTADE
SR 11 RO M NE
OR HND
ON INBH OF BEND
POOL SECTION
NOT M SV1E
"AND, NOTES,
TEMPOPAR(AND PERMANENT SEED
1. ALL OUTLASTED MEAS WILL BE STARTIZED LEAN MULCH PND
TEMPORARY SEED TO PROVµIDE ACEDUAIE GROUND COAST D
CDNDIIbN THE II
2. MULCH MUST BE ROW M ACHIEVE M% COVERAGE (ROUGHLY
2 TENS/KRE FDO WHEAL STMW)
3. A FERT " SUL LEST SHALL BE USED TO DETERMINE
FFRTHAER AMI OR. IF RO SOIL TEST IS AMNIAHI£, A
SIMI MIME, SHALL BE APOLLO OF 2 TONS CF UK PER
WERE
AND ]DS -LOUD LBS OP 10 -10 -Ip FERfl. PER ACR,.
UM TIME ROOT SHRUBS AND VOTES IN AREAS AS UNCROSS
ON THE PUNS.
2, PRpNDE THREE ROWS OF PLANTINGS AT A 12SPAPNG TO
YIELD P ]S -FT -WAR %ANRR BUFFER ON FA CX SLOE DF
CHANNEL
3, LOOSEN IS.. SqL ANO 1. IN HOLES FURMFII WITH A
SPACING
NI TRUE W OR EDIAL
<. PROVIDE PUNTING HOLE SUFFCIENT IN SIZE .WD DEPTH TO
PREVENT CRMDING OF ROOTS
Wll KE
5. ROOTS SBE PT MT DURRIG TRANSPORATION.
DIsDERLUIDN, MD INSTu LATERAL
B. I.S SHALL BE HERE0.IN INTO MOIST SOIL V NOT
PROMPTLY PLANTED PREM ORWHO TO THE PROJECT SITE.
SNE SMEs
FLARES SHOO. BE CUT AND INSTALLED ON THE SAME Mr.
2. STARES TMT ME SPLIT SINLL NOT BE INSTALLED.
3. STME SINLL BE INSTALLED OFTHOWALUT TO THE DARK AND
WBH Blas PORTING UPWARDS.
a. STUFF SHALL BE .i TO 2 INCHES IN DNMEIER AND 2 i0 ]
FE ET IN LENGTH.
5. AFIEP INStgL4ilOR THE LOP PORTION OF STAKES SHALL BE
LOOMED WIN A RELATED M LFANNO NO LESS THAN 1 INCXES
AND NO MORE THAN 8 INCHES AiOAD ME SWORD.
WFAMAN

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y -0OYE CREEK ��.
+ + + + t }
+ + + + + + + +
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♦ + + + + +} + } + + + }
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} } + + + + + RESTORADON
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+ f } +\+ + + + t UPLAND PIANTIN6 AREA — 35'
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0 40
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wWol�fCree4
IA

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PL4 G PLAN
�' "'Gx611NG VOPIgR '�
y -0OYE CREEK ��.
+ + + + t }
+ + + + + + + +
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+ + + + + LEGEND
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} } + + + + + RESTORADON
++++ -t �� + + + +
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+ f } +\+ + + + t UPLAND PIANTIN6 AREA — 35'
+>} + + } + + + OFFSET FROM PROPOSED TOP
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jF i + + STFAMSDE PI NTING
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+ +
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_� v+ + +±.
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0 40
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2240
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2230 , 2230
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2250 _ _. z'sc_ 2250 1250
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2220
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zzao
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zzao 2zac 2240 '- —_ y—.._ _ _2240 _._..
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POPLAR eoV_ CREEK