20171044 Ver 1_As-Built_2022_20220411

Mitigation Project Information Upload
ID#* 20171044
Version* 1
Select Reviewer: *
Erin Davis
Initial Review Completed Date 04/11/2022
Mitigation Project Submittal - 4/11/2022
..................................................................................................................................................................................................................................................................
Is this a Prospectus, Technical Proposal or a New Site? * 0 Yes O No
Type of Mitigation Project:*
Stream Wetlands Buffer Nutrient Offset
(Select all that apply)
Project Contact Information
Contact Name: *
Matthew Reid
Email Address: *
[e-mail]
Project Information
ID#:*
20171044
Existing ID#
Project Type:
Project Name:
County:
Version:* 1
DMS Mitigation Bank
Whittier Creek Mitigation Project
Surry
Document Information
Mitigation Document Type: *
Mitigation As -Built Plans
File Upload:
Signature
............................................
Print Name: *
Signature:*
Whittier_100020_AB_2022. pdf
Existing Version
5.86MB
Please upload only one PDF of the complete file that needs to be submitted...
Matthew Reid

VICINITY MAP
INDEX OF SHEETS
TITLE SHEET
CONVENTIONAL ,NAPOL,
L.ENEPAL NOTES
VESETATION SELECT ION
NCCOT CONVENTIONAL SYMBOLS
DETAILS
PLAN VIE,/
PROFILES
NORTH CAROLINA
DIVISION OF MITIGATION SERVICES
SURRY COUNTY
LOCATION: ROCK HILL CHURCH ROAD & NURSE ROAD
TYPE OF WORK: AS — BUILT PLAN
\\
Vy\
\\
\\\
\
\ \\
\
\v{
BEGIN REALH I
STA. 11+3. B
\ \
BEGIN UTJA
STA. 10+00.00
END UTAA
BEGIN STAB
TA.13+2I.80
I� 5
NC
162039
1 19
NCDMS ID NO. 100020
GRAPHIC SCALES
20 0 20 40
PLANS
20 0 20 40
PROFILE (HORIZONTAL)
0 10 20
PROFILE (VERTICAL)
REACH SUMMARY
REACH AS -BUILT LENGTHS
UT4A
UT4B
UT5
R7
327.80
753.57
747.21
1,342.56
LF
LF
LF
LF
PREPARED FOR THE OFFICE OF:
NCDEG
DIVISION OF MITIGATION SERVICES
1652 MAIL SERVICE CENTER
RALEIGH, NC 27699-1652
Michael Baker
INTERNATIONAL
CONTACT: MATTHEW REID
PROJECT ,oM IGEN
SPRING 2 020 TDATE
KATHLEEN M. MCKEITHAN, PE
PROJECT ENOLVEER
PROJECT ENGINEER
2/22/2022
PE

STEAM CONVENTIONAL SYM! OLS
SUPERCEDES SHEET 1-i:
°o J-HOOK VANE IF F— PHOTO POINT
1 l
ccoso ROCK VANE MONITORING WELL
00:0 OUTLET PROTECTION 1
_ /wI x FLOW GAUGE
t ROCK CROSS VANE
..—% DOUBLE DROP ROCK CROSS VANE IN -STREAM GAUGE
•`."':�*. SINGLE WING DEFLECTOR--B3s--- EXISTING MAJOR CONTOUR
%�''�. DOUBLE WING DEFLECTOR EXISTING MINOR CONTOUR
j.asy`
P-eee, TEMPORARY SILT CHECK LIMITS OF DISTURBANCE
ROOT WAD PROPERTY LINE
4, GRADE CONTROL LOG J-HOOK VANE ._s FOOT BRIDGE
LOG VANE `--' TEMPORARY STREAM CROSSING
® LOG WEIR 1-1 ROCK FORD STREAM CROSSING
LOG CROSS VANE ® TRANSPLANTED VEGETATION
/ \ LOG ROLLER )3< TREE REMOVAL
l, � r111 GRADE CONTROL LOG JAM '--` TREE PROTECTION
aEc162039E NO -AND.
STANDAI6D SPECIFICATIONS
NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANN/NG AND DESIGN MANUAL
MARCH2009 (REV2013)
PROJECT
°"
`'eEs
ENGINEER
�,Hn
6.06 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
6.24 RIPARIAN AREA SEEDING
-APPROVED
', Dienar '
BY.
O2O/Oozz
6.62 TEMPORARY SILT FENCE
""Y""�^'�
DATE
6,63 TEMPORARY ROCK DAM
.1 Ba no.a;am
Michael Baker
INTERNATIONAL,Ittn<P:
}
NCDMS ID NO. 100020
GENE AL NOTES
1. THE CONTRACTOR IS REQUIRED TO INSTALL IN -STREAM STRUCTURES USING A TRACK HOE WITH A HYDRAULIC THUMB OF
SUFFICIENT SIZE TO PLACE BOULDERS. LOGS AND ROOTWADS.
2. WORK IS BEING PERFORMED AS AN ENVIRONMENTAL RESTORATION PLAN. THE CONTRACTOR SHOULD MAKE ALL REASONABLE
EFFORTS TO REDUCE SEDIMENT LOSS AND MINIMIZE DISTURBANCE OF THE SITE WHILE PERFORMING THE CONSTRUCTION WORK.
3. CONSTRUCTION IS SCHEDULED FOR THE SUMMER OF 2020.
4. CONTRACTOR SHOULD CALL NORTH CAROLINA "ONE -CALL" BEFORE EXCAVATION STARTS. (1-800-6324949)
5. ALL ON -SITE ALLUVIUM SHALL BE HARVESTED AND STOCKPILED PRIOR TO FILLING ABANDONED CHANNELS.
6. TOPSOIL SHALL BE EXCAVATED TO A DEPTH OF 8" AND STOCKPILED SEPARATELY FROM UNDERCUT SOIL. 6" OF TOPSOIL SHALL
BE PLACED ON ALL BANKFULL BENCHES AND AS DIRECTED BY THE ENGINEER.
7. ALL DISTURBED EMBANKMENTS SHALL BE MATTED WITH COIR FIBER MATTING OR AS DIRECTED BY THE ENGINEER.
8. ALL STREAM BANKS SHALL BE LIVE STAKED.
9. UNLESS THE ALIGNMENT IS BEING ALTERED, THE EXISTING CHANNEL DIMENSIONS ARE TO REMAIN UNLESS OTHERWISE NOTED.
10. CONTRACTOR WILL ENSURE THAT FENCING IS INSTALLED OUTSIDE THE CONSERVATION EASEMENT AS SHOWN ON THE
PLANS BUT NO MORE THAN 1' OUTSIDE.
11. WHERE PROPOSED FENCE CROSSES EXISTING STREAMS, THE CONTRACTOR SHALL UTILIZE A SECTION OF BREAK AWAY FENCE,
A FLOOD GATE, OR ELECTRIFIED CHAINS AS DIRECTED BY THE ENGINEER.
CONSTRUCTED RIFFLE %_:% CHANNEL PLUG
0 0 BOULDER CLUSTER I CHANNEL FILL
BOULDER STEP V A BRUSH TOE WITH LIVE STAKES
GEOLIFT WITH BRUSH TOE
—©— SAFETY FENCE
—TF— TAPE FENCE I I PROPOSED WETLAND RESTORATION
—FP— 100 YEAR FLOOD PLAIN I * I PROPOSED WETLAND ENHANCEMENT
—101— CONSERVATION EASEMENT - —^LB— - JURISDICTIONAL WETLAND BOUNDARY
"'NOTE: ALL ITEMS ABOVE MAY NOT BE USED ON THIS PROJECT
PLANTING PLAN VEGETATION SELECTION
Permanent seed mixtures for the project site shall be planted throughout t e fioodplain and riparian buffer areas
except the vernal pools. Permanent seed mixtures shall be app ied with temporary seed, as defined in the
construction specifications.
Scientific Name
Common Name
Percent
of
Seeding Density
Qbslacre)
Wetness
Tolerance
Scientific Name
Common Name
%Planted by
Wetland
Riparian Zone— Overstory Species A
Agrostis
Redtop
Mixture
10%
1.5
FACW
Species
P
Tolerance
Betula nigra
River Birch
10%
FACW
alba
Elymus inicus
FACW
All Buffer Plantings at 680 stems/acre using 8' X 8' spacing
Juglans nigra
Black Walnut
5%
FACU
vir
y 9
Panicum virgatum
Virginia Wildrye
Switchgrass
15%
15%
2.25
2.25
FAC
Riparian Zone— Overstory Species
Platanus occidentalis
Sycamore
15%
FACW
Tripsacumdactyloides
Eastern Gamma Grass
5%
0.75
FACW
Betula nigra
River Birch
10%
FACW
Liriodendron tulipifera
Tulip Poplar
15%
FACU
Polygonum pennsylvanicum
Pennsylvania Smartweed
5%
0.75
FACW
Juglans nigra
Black Walnut
5%
FACU
Flvanica
GreenAsh
5%
FACW
scoparium
Little Blue Stern
5%
0.75
FACU
Platanus occidentalis
Sycamore
14%
FACW
PennsYSchizachyrium
Juncuseffusus
Soft Rush
5%
0.75
FACW
Liriodendron tuli i
Tulip Poplar
14%
FACU
erous lyrata
()Berens
Overwp Oak
10%
OBL
Bidens frondosa (or aristosa)
Beggars Tick
5%
0.. 5
FACW
era
P.%
P P
Querousphellos
Willow Oak
10%
FAC
Coreopsis lanceolate
Lance -Leaved Tick Seed
10%
1.5
FACU
Fraxinuspennsylvanica
Green Ash
5%
FACW
Litmus americans
American Elm
5%
FACW
Dichanthelium clandestinum
Tioga Deer Tongue
15%
2.25
FAC
Quercus lyrata
Overcup Oak
10%
OBL
Diopyros virginiana
Persimmon
5%
FAC
Andropogon gerardii
Big Blue Stern
5%
0.75
FAC
euercusphellos
Willow Oak
10%
FAC
Sorghastrum nutans
Indian Grass
5%
0.75
FACU
Litmus americana
American Elm
5%
FACW
H amelis virginiana
Witch Hazel
5%
FACU
Diospyros virginiana
Persimmon
5%
FAC
Lindera benzoin
Spicebush
5%
FAC
TEMPORARY SEEDING SELECTION AND APPLICATION RATES
Nyssa sylvatica
Blackgum
1%
FAC
Carpinus caroliniana
American Hornbeam
5%
FAC
euercus michaurii
Swamp Chestnut Oak
1%
FACW
Acer negundo
Box Elder
5%
FAC
Application
Celhs laevigata
Sugarben'y
1%
FACW
Amelanchier arborea
Serviceberry
1%
FAC
Common Name
Scientific Name
Application Time
Rate
Total (Ibslacre)
Cereal rye
Secale eaeao/e
Sept - March
3 lb/1,000 sq ft.
130 lbs/aere
Browntop millet
Panicum ramosum
April - Aug
1lb/1,000 sq ft.
44 lbs/aere

*S.U.E = SUBSURFACE UTILITY ENGINEER
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Corner
Property Monument
Parcel/Sequence Number
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
Existing Wetland Boundary
Proposed Wetland Boundary ^a
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap 0
O
Sign
Well
Small Mine
Foundation
Area Outline
Cemetery
Building
School
Church
Dam
I I
P 1
I I
HYDROLOGY
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream is
Buffer Zone 1 Bz 1
Buffer Zone 2 cc 2
Flow Arrow
Disappearing Stream
Spring
Wetland
Proposed Lateral, Tail, Head Ditch 7 > > >
False Sump
STATE OF NOI' TH CA
DIVISION OF HIGH
OLINA
AYS
CONVENTIONAL SYMBOLS
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
csx nuNSPORT .
RIGHT OF WAY:
Baseline Control Point
Existing Right of Way Marker
Existing Right of Way Line
Proposed Right of Way Line
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite Marker
Existing Control of Access
•
A
Proposed Control of Access
Existing Easement Line
Proposed Temporary Construction Easement
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Utility Easement
Proposed Temporary Utility Easement
Proposed Permanent Easement with Iron Pin and Cap Marker
ROADS AND RELATED FEATURES:
Existing Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
A,
Proposed Slope Stakes Fill
Proposed Wheel Chair Ramp
Existing Metal Guardrail
Proposed Guardrail
Existing Cable Guiderail
Proposed Cable Guiderail
Equality Symbol
Pavement Removal
VEGETATION:
Single Tree
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
TDE
PDE
PUE
TUE
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
POWER:
Existing Power Pole
oNc C
roNo Bw
2-
OO
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole
Recorded U/G Power Line
Designated JiG Power Line (S.U.E.*)
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
PROJECT REFERENCE NO. SHEET NO.
162039 1-B
NCDMS ID NO. 100020
Recorded WG Water Line
I .. H.
APPROVED BY:
2/22/2022
OO
I Designated U/G Water Line (S.U.E.*)
Above Ground Water Line
P/G Water
TV:
TV Satellite Dish O'
-< TV Pedestal
TV Tower A
LPG TV Cable Hand Hole 0
Recorded LPG TV Cable
Designated U/G TV Cable (S.U.E.*)
Recorded LPG Fiber Optic Cable
Designated U/G Fiber Optic Cable (S.U.E.*)—----""---
GAS:
bGas Valve
Gas Meter
-6-
0 SANITARY SEWER:
•—• Sanitary Sewer Manhole
cR TELEPHONE:
Existing Telephone Pole
• Proposed Telephone Pole 4
" Telephone Manhole OT
Telephone Booth 0
Telephone Pedestal 0
4r" .4 Telephone Cell Tower
LPG Telephone Cable Hand Hole 0
Q Recorded LPG Telephone Cable
6 Designated LPG Telephone Cable (S.U.E.*)
Recorded U/G Telephone Conduit
Designated LOG Telephone Conduit (S.U.E.*)-
----__-
C Recorded LOG Fiber Optics Cable
"�eYad Designated LOG Fiber Optics Cable (S.U.E..)- ---
Recorded LOG Gas Line
Designated LPG Gas Line (S.U.E.*)
Above Ground Gas Line
P/C Gas
Sanitary Sewer Cleanout
LOG Sanitary Sewer Line
Above Ground Sanitary Sewer
55
P/C Sanitary Sewer
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E.*) s
MISCELLANEOUS.
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
U/G Tank; Water, Gas, Oil
AG Tank; Water, Gas, Oil
WG Test Hole (S.U.E.*)
•
0
Abandoned According to Utility Records
End of Information
AATUR
E.O.I.

TYPICAL RIFFLE, POOL, AND BANKFULL BENCH CROSS SECTIONS
>o NG. SH EET
CHANNEL PLUG
162039cE 2Np
—CHANNEL ToeFPwwEo
k�,'essio ezpJEc.
03Bd 3
eN ct
Hsc HG„,„„7_K.xL._
ED BY:
/ / zz
.,kr
3F
/;\ \\/\. R.. s \\\�\�\� X\\�
o-+,qc�
sal�so
- wl,kr .I.; :.ocF.FreR�,
a(, pe \ T /
D+ � PENCH LIMIT.
RIFFLE
RIFFLE WITH BANKFULL BENCH"'°
41 I
CHANNEL PLUG
Michael Baker
INTERNATIONAL, FisiF
OFTERRA_E
NCDMS ID NO. 100020
hTOP
Ep
—
W NCCHPA "�M/////
o
t✓ ✓✓//. \ \��
d wnr .�
� \
\
FINISH GRADEFINISH
6oyL
CHANNEL
VT
.. .
'
ws
POOLWIDTH
BANKFULL
11.0
�0
s0
as
0.0
POOL WITH BANKFULL BENCH
MAXIMUM DETPN
w/D(W /p )
12.2
TEuPEUNIC
—
ON -SITE CLAY MATERVI WILL BE COMPACTED USING HEAVY
EQUIPMENT IN.. INCH LIFTS. SIT
2. THE REMAINDEROISTING CHANNEL To BE PLUGGED WILL EE COMPLETED FILLED
TO THE TOP -OF -BANK
BANKFULL AP. (Abld)
10.0
80
13.0
26.3
5.0
9.0
41.0
75.0
BO-ROINWIDTNEOW
-
0
_
o
5.0
s
12.8
6.0
OP (t11
0
rv/A
0
rv/A
0
rv/A
0
rv/A
INSIDE POOL SIDE SLOPE
N/A
N/A
N/A
N/A
OUTSIDE POOL SIDE SLOPE
N/A
30
N/A
30
N/A
30
N/A
20
TYPICAL STRUCTURE PLACEMENT
ROCK CROSS VANE
FLO.
1/3 BeTTOM WIDTH
CONTROLGRADE
SEESHEET LOG ,HOCK0e
ROOT WADS
COVER LOGS
FILTER FA.BRN',
�� N�
Ppl
BED ANNELB=
g
+"
oEOFeANK
�rt
B MINIMUM\
SECTION A - A
— WELL 8\/0 / GreADEDEIIN
�/ Via-
p
// \\ H{PS��
/ p° 0
/s.
iaska
—/ OoV00�o0F li
0 <(.'9 / ° ooq illW
o Og°g oo C °0° \ �i,J %
0 oOO ono °
qqo _
/U°DO071 i r / / /
Ud ♦ �,
/.. MAT BANKS WITH COIF FIBER MATTING '�
—1--_-'-
su
:f
m
fl'LOUR
VANE
^
POOL
BANKFULL Te,E HEADER ROOK
8 �sTreEAM eA.Nr.
YILL
FLOW SLOPE
VANE ANGLE
e 20 M.
PLAN
BOULDERS
VIEW
70 AR
ELEVATION vO pTER RpaK
g
•
PROFILE VIEW B-8
VANE ARM
REA.H
LEE
C,IR
RIFFLE ' ":"Zi
1=EE SHEETTeFI
CMFT WITH ERUSH TOE
TCP OF eANrc
(SEE SHEET.)
STRUCTURE NOTES:
2,
'x3'
PLOW
REACH
in
�xJxa
�� CROSS VANE INVERT/GRADE POINT
— RIFFLE T]
NOTES FOR ALL VANE STRUGTURES:
N
THEN UP,TREAM11 TO 'DO.NY,ARD TO THE DEPTH OF THE BOTTOM ROOTER ROCK, AND . I 'I ��/~ SCOUR O\�
LL ON UPSTREAM // // \//°//
1. GENERALLY CONSTRUCTED RIFFLES ROOT WADS LOG VANES AND CO R FIBER
MATTING ILL BE INSTALLED IN THE LOCATION AND SEQUENCE AS SHOWN
CONSTRUCTIO0,1Z PA PaOV DTTrIE oERSEJEUGINEEa NG
3. COIR FIBER INTERRACESTALLEDGTREAMBANKS, m
SCRIBED RESTORED
ON ALL S DE
TE�HNicA:I ECIM�.ATieus ISEp IN THE
4. ROOMADS MAY BE REPLACED WITH GEOLIFT.
3 I %\�//�/\�\\°///POOL
. LONSTRUCJANGLE AND SLOPE SPECIFICATIONS, SHOWN.
I I - E
ALL STONE FILTER FABIB PROFILE VIEW C -C'
ALLU ALLUVIUM 5E INCORPORATED TeO INTO cKFILu HERE
AVAILABLON-SITE
v. BOULDERSILLMUST BE A MINIMUM OF C AND WILL INCLUDE FOOTER ROCKS.

OUTLET PROTECTION
o Na. O.
ROCK VANE
162039cE
2A
1. TVP
STORLIVATER
OR CHANNEL OUTLET
113
BOTTOM
OF
CHANNEL
PROJECT
•e�H"c^�Acliy.,
<``'-;es'siooF'w.n
r`°SQL ✓"�9'
ENGINEER
�,�W"^P. Nd:«tf..
BY:
OUTLETWIDTH
or. CHANNEL
—HEADER ROCK
La
BOULDER
_
C384.2
.APPROVED
el,
FLOOD PLAIN .'— MAXT,PI
116:1. IS FLOW as
_
FLOW
0°TO BO°
": NGNEA'N$`y
z/zz/zozz
o,°
• 0 \ FLOOD PLAIN
M1M
lu .
DATE
EocrER ROLK
///N���� CKFILL—
g° �TeNE 6A oEOTExmE FABRIC
•HEADER
�S
��t „y , O L.
C--r'..; PROFILE VIEW
.
RTt
?,
Annk
°
Michael Baker ��
r
° q O DAPS BETWEEN
ROCKS
INTERNATIONAL ;.,.
STREAM ELEVATION
NCDMS ID NO 100020
"R i
PcoL —SO
R(.GK— `L;\ PEa oIRE�iIL�u
BANKFULL
HEADER ROCK
',SLOPE455 TO
cF4EuuINEER FLcutL x,� �_
BorroM OFO
mmeL g,'I
waco
r
I.Ow
0:�
\ •
.ij0
— .2.I SLOPE
Borrow lwDTry STONE 6Acx6a
FOOTER LIEe
SEDTExmE FABRIC SCOUR P AVATEDI
,c
PROFILE VIEW
PLAN VIEW
STREAMED —
HEADER
STONE eAcx6aL HEADER ROCK
FOR ALL VANE STRUCTURES
LCIF FIBER MATTINU AND VEUETATION
V ///
/\\
PLAN VIEW \\NOTES
1. INSTALL UEOTEXTILE FABRIC, EEOINNINM AT THE TOP OF THE HEADER ROCKS AND EXTEND
DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK. AND THEN UPSTREAM TO A
MINIMUM
\ \ K \ / / //
/</ \/ , \//
\/VV/j/\// //\�/\/
�//�/ i i.//R
r,EOTExraE FABRIC—
CROSS SECTION A -A
- o FOOTERc c Ids DE
3 START A MEOTE.TLE FABRC
CONTINUE 4. AN EXTRA ROCK CAN BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT.
'I L DSPECIFICATIONS.FPTO
ROL KS.
7. AFTER ALL STONE NFILLHAND PLACED STONE HAS BEEN POAPS LAOEDFUPSTILL INITHE UPSTRE.ADM SIDE OF TER AND HEESTRUCTURE
WITH WELL LMIX OF CLASS B. CLASS A. UVIUMEHEREAVAILELEVATION OF THE TOP eF
THESTAHEADER ROCK.INCTO ORPOinATEES ON-SITE
MINIMUM
SECTION A - A
FOOTER ROCK
s. T SLOPE
GRADE CONTROL J-HOOK VANE
J-HOOK VANE
BOTTOM BOTTOM
2IDTH OF WILTH OF
CHANNEL CHANNEL
FLOW
O
t.
�
E�AP6
R`�DIREfTICNOFENGINEER
PE oPTIONAy STREAM BANKFULON HEADER ROCK
FLOW
WIDTHOF WTH OF
CHANNEL
FLOn CHANNEL
_R TDBR
�I�'..�
STREAM BED ELEVATION
roNE�rxFILL BANXFN HEA DER ROCK
���
8'Ae
V�'
T�
A
T—FOOTER ROCK
ROOTER ROCK
UEOTExmEFABRIC— SCOUR wouEXuvA EDI
PROFILE VIEW
A
b, — FOOTER ROCK
_TONE SAcrcFIu
FOOTER ROCK
UECTExnO LE FABRIC—
PROFILE VIEW
�
°
off.
-
POOLXFILL
—SCOURPOOL
PER IRECTION
STR6.MBED—
HEADEk ROCK
EXCAVATED, STONE eAc ��.°
OF ENGwEER "O%•�
REACH
Er
A `., �F° R PocLrExcevATEDr
aolREcncN
ACKFILL—
>F ENOwEER
AlSTONE
IX
REA.DHr
107110
NO AP TEEN ROCKS
—HEADER Rocrc sTREAAIeED— HEADER Rccr.
,TONE
PLAN VIEW
—NO MAPS EN ROCKS
—HEADER ROCK “EOTEXTILE FABRIC—
PLAN VIEW
io MINIMUMMMINIMUM�ub
F
FOOTER ROOK O
o\o
SECTION A - A
NOTES FOR ALL VANE STRUCTURES:
1. INSTALL GEOTExTILE FABRIC BTGINNIIUOAT THE TOP OF THE HEADER ROCKS RAND EXTEND °ECTExnLE FABRIc-
MINIMUMF TEN THE F THE BOTTOM FOOTER ROCK, AND THEN UPSTREAM TO
- PLACE FILL ON UPSTREAM SIDE
OF VANE ARM, BETWEEN THE ARM AND STREAMANK.
START AT BANK AND PLACE FOCTER ROCKS FIRST AND THEN HEADER ':
4. CONTINUE WITH STRUCTURE FOLLOWINO ANOLE AND SLOPE SPECIFICATIONS.
AN EXTRA ROCK CAN BE PLACED
r 10' MINIMUM
SECTION A -A
FOOTER ROCK
FOR ALL VANE STRUOTURES:
1. INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDDLE OF THE HEADER
ROCKS AND EXTEND H wNNWARDNIMUM TOTHEOF THE BOTTOM FOOTER ROCK. AND
UPSTREAM TO
,
FOOTERTHEN
2. A TRENCH BELOW THE LED FOR FILL ON UPSTREAM
I
REACH
4. crcFIL3. E ARMS AND INVERT WCT AMLE AND SLOPE IITHAWEL GRADED MIX OF CLASS B, A, ANDNS A.S SHOWN.
FILL was ON UPSTREAM SIDE OTATF HEADER AND FOOTER ROCKS.
K� ILLHAU BEEN PLACED. FILL IN THE UPSTREAM SIDE OF THE STRUCTURE
WITH ONaITEAuuvIUM TO THE ELEVATION OF THE TOP OF THE HEADER ROCK.
5. INCORPORATED INTO THE STONE 6AcrcFIuwHEreE
G. AVAILABLE. slu MUST BE A. AnNIInuMeF
REA.OH:
ie
z.8_T

LOG AND ROCK STEP / POOL
PROJECT NG. SHEET
H
BOULDER STEP
t62039CE
2B
�1
411
F _
PROTECT.$\
JS NG TRANSPLANTS —
OD
)
- ice-,
- -
c�,�R
et
RUN
P
'
FLOW �_
`GEOTE%TILE FABRIC r
SECTIONA -A'
—STONE SAcrcFiu
.4)414
of e„N
��
&�
TOE
cano .zoiEc*�IGHI..E.
.A'A:P�o, S5I q
SEAL
83 BJ P
H EY'+
(M
GINEER
NdGuf..
APPROVED BY:
z/2y2ozz
%.017�
B'
DATE:
�e
any
Michael Baker °� 4
"
o$°sue
INTERNATIDNALa,,
0b1N°°BdJ�
ROOT WADS
cEXCAVATEI
� BASE FLcw HEADERLOG
NCDMS ID NO. 100020
BOULDERS
HEAD OF RIFFLE
BOULDER
°° °
PLAN VIEW
111,
16.4
6-.1114,
u iu��eouFr— ____,
SECTION 6-B' PORTER LouPOOL
PROFILE A -A'
REACH
'VE.
GEOTE%TILE FABRIC
INSTALLED1. SOIL SHALL BE COMP,TED AROUND BURIED PORTION OF FOOTERS WITH THE BUCKET
L
,� ,
UTa6
"
rl
REACH
NOTES:
BA FULL D AND RECENTLYH RVE TED
SIDE.AND EXTENDING INTO THE BANK E ON EACH
Z. ,OIL SHOULD BE COMPACTED WELL AROUND BURIED PORTION, OF LOG.
ILL
A
.,... TRANSPLANTS CAN BE USED INSTEAD OF BOUDERS PER DIRECTION OF ENNINEER.
PLAN VIEW c. AFTER ALL STONE BACKFILL HAS. PEEN PLACEDTHE UPSTREAM OF THE WITH
'i i o rcvIELL
OF EXCAVATOR.
3. INSTALL NON -WOVEN FILTER FABRIC UNDERNEATH FOOTER BOULDERS.
R I, LAYER
Re.,
BOULDER
CONTROL MATTI, AT THE TOE OF THE BANK EXTENDS DOWN TO THE UNDERCUTELEv
ADED MI%O S. GLAS. AND. STONE TO THE RED ELEVATIION
7. BOULDER STEPS UST EE EXTENDED OA MINIMUM OF .INTO THE BANK. USE SILL BOULDERS
REACH 7
_,axa
IF NECESSARY.
B. THALWEG AN INVERT WILL BE CONCAVE .AND SHAPED FER DIRECTION OF THE DESIGNER.
HDE
ELEVATION OF TN E TOP OF THE HEADER
INCORPORATIX E ONsrE ALiwIUMi WHERE VAIEAEDE.
GRADE CONTROL LOG J-HOOK VANE
LOG VANE
RIED
EAMBED
STONE BACKFILL
HEADER LOG
�'.
LOG BURIED
BELOW STREAMBED
STONE EACKFILL
B
FULL
ANY PS BETWEEN LOGS MUST BE FILLED WITH OTHER
RECELY HARVETED BRANCHES CR COBBLE AND
RER
INSTALLING FILTER IC AND BACK FILLING An
RLOG
sa.TILE
aBEFOI
HEADER LO
,F.ZircXTILE
A BANKFNLL
SECTION
C MINIMUM
A A
FABRIC
GGA'e.
\y
A
A
BANrcFULL DOTER LOG_
.aD SECTION
B�GE
: MINIMUM —y,
A -A'
A
C'MIN.
L
° FILTER FABRIC RDDTV AD
to sa BANKFULL
I POOLn
crExnLE FABRIC
RCCMnG
i- z _ en"rceuu
FLOW
sTreEAMeED
FLo.I
V,
m
ROOTWAD
ROOTWAD
v ,TREAIeouLDER-
-9BED
PLAN VIEW
b`
STREAMBANK
BOULDERS CAN
i A - GTM BEEEN oG' u- BE FILLED WITH OTHER
RECENTLY HARVETED BRANCHES BEFORE INSTALLING
ALSO BE USED. FILTER FABRIC AND BACK FILLING ARM
PLAN VIEW
LOG BURIED IN
TLEASTs
FcoTER Lcu "," �%
HEADER DOG— r"�
PROFILE VIEW
PROFILE VIEW
1. LOGS SHOULD BE, LEAST 1L" IN DIAMETER. RELATIVELY STRAIGHT, HARDWOOD, RECENTLY HARVESTED, AND FOOTERED.
G. BOULDERS MUST BE OF SUFFICIENT SIZE TO ANCHOR LOGS.
3. SOIL SHOULD BE t.OMPACTED WELL AROUND BURIED PORTIONS OF LOG,
4. ROO-RINDS SHOULD DE PLACED BENEATH THE HEADER L AND PLACED SO THAT IT LOCKS THE HEADER LOG INTO THE
NOTES-
I. LOC, SHOULD BE AT LEAST 10'' IN DIAMETER RELATIVELY STRAIGHT HARDWOOD AND RECENTLY HARVESTED.
-�
G
DANK. SEE ROOTWAD DETAIL.
5. BOULDERS SHOULD BE PLACED ON TOP OF HEADER LOG FOR CHOKING.
RE'CH
LEZH
gR
2. BOULDERS MUST BE OF I
WELL AROUND BURIED PORTIONS OF LOGS.
4. ROOTWeLS BE PLACED EENEATH THE HEADER LONeND PLACED SO THAT IT DOCKS THE HEADER LCG
''EACH
LanH
"VEER
HEADERBE
L. TO 0.7., FEET APART.
UINA
SHOULD
INTO THE BANK. SEE ROOM,. DETAIL.
FBOULDERS
7. eaIC SHOULD NAiLtED To THE LOG BELOW THE EAC.KFILL.,;Rxa
re,a'
B. TRANSPLANT, OR BOULDERS CAN BE USED R SILLMU: nINIMUMO a D OF nDs, PER DIRECTION OF ENGINEER.
urs
T
"`
BE PER DIRECTION
a "AD ODF ROODNL crc FI EN
TTFTER INSTEAD ENGINEER.
urs
z.a
1G ED FILL OP STRUCTUREPORTELL
CLASSL STONE HAS BEEN
REACH]
ia'
cY,,u
x4
THE SIDE OF THE WELL
CrcFILLHAS BEEN PLACED.FILLTO
BGRADED
REACH
15
eva�4'
TOP OFiHE
OFF HE ELEVATION OF HEADER -SITEALUV
WHERE AVAILABLE 4'az.'STONE TO THE ELEvaneN OFTHETOF OF THE HEADER ROCK. INCORPORATE ON -SITE ALLUVIUM
MKO HEEVATION OF THE ROC
INCORPORATE ONSITE ALLUVIUM WHERE AVAILABLE ELEVATION OF THE TOP OF THE HEALER ROCK.

LIVE STAKING
TRANSPLANTED VEGETATION
• PROE162039CE No. SHEEETTNO.
—TOT OF srREAMBANK
TOP OF SEEa re
TR qNL Er VEGETATION.ROCTM.nLL.AND SOIL MATERI
PROJECT
p`p ortss ''
- '`sF�L `
3 8432 RE
H
ENGINEER
N"�^^H 1,64 ..
APPRca ED BY.
—TCE OF SLOPE
TOP OF
STREAMBANK
OTTOM OF CH EL
PLANT
JUST
DIAMOND.APED
STAKES ON TOP
BELOT/ BANKFULL LIOF BANK AND NE IN
STAG ATTERN
(
.' E� '
, �.i�ii
2/22022
y
DATE:
TOE OF SLOPE—
N
— TRANSPLANTED VEGETATION,RCOT a, AND SOILMAEERIAL
Michael Baker
—EDECF BANK
INTERNATIONAL
CROSS SECTION VIEW PLAN VIEW
SQUARE CUT TOP
BUDS FACING UFWARG--�
EOTTOMOFFBA NNEL NCDMS ID NO. 100020
EXCAVATE AAHOL WILL
CROSS SECTION VIEW 1. HIE SIZE BANK
TR NSSTABILIZED
ACCOMMODATENTT BE PLACED.
ca LPACWG SAVE1U pNL`—
IN
—2''_3'LENGTH
EXCAVATION AT THE TOE OF THE BANK.
2. EXCAVATE
ENTIRE ROLANT OT MASFRONT
AND AS MUCH ADDITIONAL
SOIL MATERIAL AS POSSIBLE. IF ENTIRE ROOT M RS CAN NOT BE
EXCAVATE IN ONE BUCKET LOAD, THE TRANSPLANTISTOO ARGE
`-3• SPACING
NLNLM/�
—TRANSF,NTED VECEETATIOU AND ROOTMASS
IL ...OTHER SHoULD BE sELECTED.
¢EDTHAT
4. NG ETATION IS ORIENTATED VERTICALLY.
IN ANY HOLE, AROUND THE TRANsPLANT AND COMPACT.
5. AY LOOSE SOIL LEFT IN THE STREAM SHOULD BE REMOVED.
K. PLACE
THEY TOUCH.
TOP OF BANK I TRANSPLANTSTOGETHER THAT
35-a5 DEGREES
LE cLIVE STAKE
DETAIL
NO LIPS STAKES
ON POINT BAR
P. STAKES SHOULD BE CUT AND INSTALLED ON THE SAMEDAY.
z. DO NOT INSTALL STAKES THAT HAVE BEEN SPLIT.3. STAKES
LED WITH
BE INSTALLED
TO UPWARDS.
PLAN VIEW MUST
IOD
-------- 3.� -
=' '�� — —------_-�
TOE OF BANK
PLAN VIEl
SHOULD5. STAKES SE 1Y2TO a INCHES IN DIAMETER AND x TO 3 FT LONG.
e. STAKES SHOULD BE INSTALLED LEAVING 1T OF STAKE ABOVE GROUND.
PLANTINGS PLANTING SPECIFICATIONS
COIR FIBER MATTING
TREES1. PLANT BARE ROOT SHRUBS AND TO THE WIDTH OF THE
BUFFER AS SHOWN ON THE PLEAS.
e. LOOSEN COMPACTED SOIL.
OP OF STREAMBANK 3. PLANT IN HOLES MADE BY A MATTOCK DIBBLEPLANTING E.AR,
OR OTHER APPROVED MEANE
—PLACE
TRENCH,
LARGE STAKES
COIR FIBER MATING IN S INCH DEEP
STAKE BACKFILL AND COMPA.,
1. BANKS SHOULD BE SEEDED PRIOR TO PLACEMENT CP MATTING.
— TOP OF STREAMEANK K INSTALL COIROTHERS I II Y STREAM
BANKS OR IN
T EE SPACED FURTHER THAN 36" AFART.
4. PLACE LARGE sTAKES NG ALL SEAMS ITHE CENTS U BANK,
TOE OF SLOPE
IN5. STALLING CNG SHALL ONSTRUCTED RIFFLE'STAKED. AND MATERIAL TRENCHED PRIOR
— TOE OF SLOPE
BOTTOM OF LHANNEL TYPICAL LARGE
MATTING STAKE
4. PLANT IN HOLES DEEP AND vIrt o ENOUGH TO UnNG. ALLOW THE ROOTS
TO SPREAD OUT AND GOWNAND
5. KEEP ROOTS MOIST WHILE DISTRIBUTING OR ANAITINE TO
BY MEANs OF WET CANVAS, EURLEF, OR STRAW
C. HEEL-11.1 PLANTS IN MOIST SOIL OR SAWDUST IF NOT .MPTb
PLANTED UPON ARRIVAL TO PROJECT SITE.
OM OF CHANNEL
PLACE CO1FE FIBER MATTING AT TOE OF SLOPE..
SECURE MATTING WITH LARGE MATTING STAKE
LEG LENGTH
17.1, IN )43.1S CM) (TAPERED. TO POINT)
CROSS SECTION VIEW OF BARE ROOT PLANTING
CROSS SECTION VIEW
WIDTHTHICKNESS
Hsu iz a1 cool
PLANTINGS
NOTES:
1. WHEN PREPARING THE HOLE FOR A ROTTED PLANT OR SHRUB
DIG THE HOLE 8 -12 INCH. LARGER THAN THE DIAMETER OF THE
POT AND THE KAME DEPTH AS THE POT.
2. REMOVE THE PLANT FROM THE POT. IT CN S v THE FLAME- SIDE
OF CF STREAMSANK 3. IS ENE PLANTT IE ROOTBOUND(ROOTTGRLWIING IN A SPIRAL
AROUND THE ROOT BALL). MAKE VERTICAL
—
TRENCH —TRENCH
STREAMIEANK
y
`) 1 1 1 1 1 1 1 1 1 1 1
0 0 • 0 0 0 • 0 0 0 0 0
—TOP OF aTREAMEANK
TYPICAL SMALL
MATTING STAKE
OR SEADE JUST DEEP ENOUGH TO CUT THE NET OF ROOTS.
ALSO MAKE A CRISS-CROSS CUT ACROSS THE BCDROM OF THE BArcr u. 4. PLACE THE PLANT IN THE HOLE.
5. FILL HALF OF THE HOLE WITH SOIL (SAME SOIL REMOVED FOR 6. WATER THE SOIL TO REMOVE AIR E REST
OF THEHER I SLARLOIL.
CF CHANNEL
—
STAKES.
. 0 0 .
V—STAKES
FIBER
BMATTINGEHZ
EEXTENDT
HEAD
u
oIN (rwCM)
(aS CM)TO
TOE
HEAD
50B N(i, CM)BOUCLE
WIT
THICKNESS
oco IN A1501 (TAPERED TO POINT.
n.ao IN(toe CM)
PLAN VIEW LEDGE
TOTAL LENGTH
.33 IN(30.ae CMI
CROSS SECTION VIEW OF CONTAINER PLANTING
LEDGES

•
FL� w'Ll
A
PLUNGE POOL
LOWEST
LOV.ER THAN
ULCERS
�E%TEND BELOW
VARIESLOMPACTED
ESLGFFi
ER CULVERT4.
DEPTH OF SCOUR
1. LIVE BRANCH curnws SHALL BE THE SAME SPECIES A.S
EVEDOR INSTALLEDBE CONSTRUCTION
I' I
3. NUMBER OF SOIL LIFTS MAY VARY IN GENERAL LIFTS SHALL
WHEN tiEOLIFTS ARE BEHIND 0 BUILTEANKFULL STAGE.
I F FOUNDATION. .
,T PAY BE U_ED 4T THE D C Nr E
FOUNOAAON IN LIEU OF BRUSH MATERIAL.
STAKE TOP LAYER
OF (,EE MATTINO DETAIL)TRANSPLANTS
GEOLIFT WITH BRUSH TOE
EET
o 162039cE N0. SH 2NOTES:
OR
TEMPORARY D
AND MATTING
FL�
THE LIVE STAKES AND
I NE
EXTEND TO THE
'ONE EACKFLL
ENGINEER TO BUILD
4 0 (T.PI
DICE
TOP OF
THE
TOP OF BANK i BANKFVu STAGE
FIBER
MPA,BE MATTING
LIFT
PROJECT
r"CAAc���!,
...CROSS .:4o�ess oy 9
'. PC3 aLP
'4.. �-:
y�� ii i�K���
ENGINEER
Kwf(In.H k.M.f/.i.
�aoA•.n
APPROVED BY:
z/xyxozz
K� l�lllllll
DEPTH
DATE.
�� %Y_
lllll ll �%%%� ���%
CFTERRnCE
rGAkIE,
SECTION A - ACOIR
a,.
Michael Baker
_ .tki
INTERNATIONAL
B
vaNE CETAIL
lir
PLAN
q
0
VIEW
TOP
SOIL (NB)
UNDIFLO�UeeEo
rH BRANrH cuiTIN
vIANTINGPUNFCRavECIE,,
NCDMS ID NO. 100020
AnDN
LIMB, BRANCHES, ROOTS OR ANY
, OOD VEGETATION APPROVED BY THE ENGINEER.
i
FOUBELNT E
NISHEDBED'LEH
�—�
OTHER_
SECTION B - B
FLO.
CONSTRUCTION AREA UPSTREAM
-----
, STILING BASIN �,
MAX
��---��
cc
ROCK DAM
_ 2.
y
I
MAXIMUM DEPTH
FLOOD PLAIN
ROCK TOE PROTECTION
ROCK TOE PROTECTION
TOE PROTECTION
ROCK
CROSS SECTION VIEW
TOP OF BANK ��
R
PLAN VIEW
NTS
�rreaNSPLANTs
DRIVEN INTO
LNG METH. BANK
REQUIRES THAT TRENCHING
2ENCH BE EXCAVATED
XCA REMAIN
CONDITIONS:
. No DOWNWARD FerecE
?STONE
IrNTS
EUTExTILE FABRIC J.
FABRIC
EXISTING CHANNEL
PLAN VIEW
STONE BACKFILL SECTEXTILE
C -s BSTCNE
CROSS SECTION
FLOOD PLAIN
nsszsroNE
ROCK TOE
OUT STILLING BASIN OF TRAPPED SEGMENT PRIOR TO REMOVAL
TRANSPLANTS
ROCK SHOULD BE INSTALLED
BELOWSTREAMCLEAN
PROTECTION WITH
ROCK FORD STREAM CROSSING
5ACKFILL
ROCK
IN
FORD
PLACE
ADD
RIGHT
SLOPES.
BE SUFFICIENT
NAPPk>PR
STREAM CROSSING INSTALLED —S,NE
OF CULVERT STREAM CROSSING
~� %
o
M
i3
G C ExTILE FABRIC
HAVE ALL NECESSARY 2. MINIMIZE
4. INSTALL STREAM GROSSING AT
7. A STA.BILIZED PAD OF STONE BACKE!,
ERM AND ACCESS
5. WIDTH OF THE CROSSINU SHALL
B SHALL DETERMINE
HE_THICK INF.) : � _
B
t?,A! :f k84. .�
CROSS SECTION VIEW
NTS
TRANSPLANTS
TOP OF s.4NK NOTES.
TRENCHING METHOD:
IF THE CLASS 2 CANNOT BE
NEEDS TOHE
I . THIRECONSTRUCTED.
M ETTHOOD
BELOW CLASS
BASE
FORE WORK
ANGLE TO THE ORI;INAL,TRELMBANK ONTO SIDE
B INCHES THICK. LINED .ITH GEOTEXTILE FABRIC SHALL BE USED
TO ACCOMMODATE THE LARGEST VEHICLE ,ROSSING THE eHANNEL.ERTHEB
MT ANGLEArrc LNG TO EQUIPMENT ZED.
Illk
CLASS zSTONE
FLOW
N2.
DRIVENzHuoiSHOULD BE
INTO THE SANK WITH
ROCK SHOULD BEBELOW;I!IIJIIII!IIIIIIIIIIPPIIIIIIIIII.-

BARB WIRE FIELD FENCE
4 STRAND - HIGH TENSILE FENCING
• PROJECTREFERENCENO. s A.
2E
END P
c INCH DIAMETER BY FOOT LON�1 I ,, zslH DMMETER EY B FOOT LONG
BRACEPOST
,. DAMN D. TIMaERB BRACES
POST
BRAVE
POSTE GM. MIN.
PROJECT
oks'Es ;�'��;ti •,
03843
4'
ENGINEER
=H:R
���R�FU aY.
z/zz/zozz
4b INCHES
BARBVIRE
i X X X X X
X X X X X X X
GINCHEs pYP(
GETT NG G NSIZE TOtLnRD THE TCFI�i
1
fI
DATE:
�1®;1011111
TENSILE RE
Michael Baker
- ....,_,,.
_ / -1
INTERNATIONAL „�°�.»"u.ia
NCDMS ID NO. 100020
JaIs
����
//
"/
BAR BmvRE
✓���Q
\ \ \ \ \ \ \ \
// / // / // / // //
\j
UND
ND LINE
GROre
INCHES ITYP.I
SBRACE TENSLELYRE
STRAND HIGH
CORNER AND VERICAL
I GRcu4D LINE
CHANGE BRACING
INSTALLATALL PCINTB WHERE
OR e'oI STEEL TUBING— ALVANIZED
°
GP GWIA�IN
FENCEALIGNMENT CHANGE tE DEGREES UP MORE
IN -LINE STRAINER OR
WATCH BPOLEPOS - DI.A.AmN. STAYaP.ACING-((ENTERrs'M
LINE POST, DIA. MIN.
GH
AlHIRE TENSILE DR FIBERGLASS POST
iNOTE: . END POSTS SHALL BE INSTALLED AT A SPACING OF 10.1E FEET.
WOVEN WIRE FENCE
RAPBCFs BRA/LEG/IRE
u wIIRE,—
D ISCH ol4METER BYBFOOT LONG
r/sTRA.NO BARB WIRE
—/O GAUGE WIRE
BRACE POST
e INCH DIAMETER BY b FOOT LONG
a INCHES(T"P.I
I
I.rn"
I IIIii
1
1�
0
1
m
LINE
i
1
=
48INCHES190."
X
X
X
X
X
X
X
X
X
X
X
X
/
ED IN SIZE FROM TpP TOD bcTTOM
NGLARGE IN_I TQ.AR THETCP
GROUND
,
o
` Ems ,v-- -„
NSN-
�- , _
�IGH���FNEwRE6
IINDIGARSU
IN -LINE BTRAINER
MAX. SPAN
END ASSEMBLY
ONE PANEL DFLINE FENCE
AND LINE FENCE SECTION
VARIES
\ /\
//\/y
X X X
`, GAUGE MARE INS GAUGE'AIRE
\ \ \ \ \ \
I/\/
/\/\/\//\//\/?'
GROUND LINERACE
4INCHES(TYE(
BRACE POSTS I111N.
TIMBER
BRACE
POST P" MIN.
-1NSULATso MIRE
B, C
,
r,
—COO
���
—PRLCE POST
���
9
z
NOTE:
END POSTS SHALL BEINETALLEDATASPACINGOFID-,BFEET
RE
1
1
4
T
DOUBLE STRAND— BRACE BLOCK
_
RDNNDNNE II� DRAUBLE
STEEL GATES
GH TENSILE
oEBRA BE ALL
N POST
SEE PLANS FOR SPECIFIC LENGTH
PULL POST ASSEMBLY
—EXISTING GROUND
CORNER OR END BRACE ASSEMBLY
PLACE IN FENCE LINE SO THAT MAXIMUM DISTANCENETNEEN BRACED POSTS DOES NOT EXCEED 1220 FEET OPTIONAL FIGURE
NOT1. NOTCH POSTS 7. FOR 4" X le TIMBER BRACES.
e. DOLGELS TO BE " DIA. X 5" PLAIN sTEEL ROD. DRIVE DOLL/ELs
IABER BRACE.
STAPLETo EACH Ey, A. ACE YJRES TO BRACE AND CORNER POSTS AT QUARTER POINTS
OF THE POSTS.
1) TENSILE STE4. HIGH TENSILE INGTHRE ILL IOENEW AND SMOOTH AND BULL MEET THE FOLLOWING
OSR PSI GALVANIZING TATYPE III C)s
TREATED , SHALL BEGE E nRE
TREATMENT SHALL CONFORM TO FEDERAL SPECIFICATION nth .Ti.
f I-1/Q LONG FOR HARD DSc. RAT QUARTER POINTS cF POSITS. HT BRACE PosTS,
OUBLE H ✓ POSTS PLEW R EACH E. AT LINE POSTS SECURE EACH WIRE WITH STANDARD CLAMPS.
7. FIBERGLASS MAY BE USED FOR LINE POSTS. THESE WILL CONSIST OF MARBLE FIBERGLASS.
AND POLNIAER REsIlls WHICH HAVE BEEN TREATED BY THERAIOSETINGS (EAT TREATMENT.
POS. MUST BE DRIVEN IN THE SOIL AT LEAST . INCHES.
b. 2" DIAMETER PIPE DIAGONAL BRACE MAY BE USED IN PLACE OF HORIZONTAL TIMER BRACE
AND DIAGONAL WIRES.
L. MINIMUM NET RETENTION OF CHRCMATED COPPER ARSENATE (COAT FOR WOOD FENCE POSTS
SHALL BE O. ROUND, PER M FOOT.
A SINGLE, FOOT LONG. n- INCH MINIMUM DIAMETER POST nAY BE SUBSTITUTED FOR
END PANEL LORNER AND VERTICAL CHANGE BRACING AND PULL POST ASSEMBLY.
THE le FOOT LONG POSTS SHALL EXTEND A MINIMUM OF 7.5 FEET INTO THE GROUND
DETAILS
11. FOR FURTHER ETAILS ON APPROVED METHODS OF FENCE INSTALLATION. SE NATURAL
CONSERVATION PRACTICE MATERIALS AND CONSTRUCTION
SPECIFICATIONS FOR FENCING (CODE 302) BY MRCS NORTH CAROLINA,FEBUARY,CGT
i
L
/
-3
aT
d
w
w
ryr�ye�
o
"o
N
rN
1 `TTTD�
TDDD??ice?i.?cci cci. iF i. i.ii ..i:T.,TNnY.iv':
STEEL FRAME GATE
L. TTTTi
NOTE,
1. POST HEIGHT DIMENSION SHALL BE THE SAME
- QUIRED IN THE SPECIFIAiADJACENT HSIDE
a. HINGES AND LOCKS SHALL BE INSTALLED AS SPECIFIED BY GATE MANUFACTURER.
LJ
OF GATE

5.555
PROJECT

J. DIXON BROWN & WIFE,
HARRIETTE C. BROWN
PIN:5925-00-79-5737
DB: 1104 PG: 407
ROCK CROSS VANE (TYP.)
BOULDER BANK PROTECTION
INSTALLED IN PLACE OF GEOLIFT
ADDITIONAL BOULDER BANK
PROTECTION INSTALLED
CONTR ELE� e i 1. 1
�BE�IMP�EACH 7
STA. 11+36.89
C?HARLES DEAN HOLCOMB-AND MICHAEL GENE H COMB
ELMER E. HOLC P1 HOLf1N B (LE)IN 6960-80446g-
DB' 1489 PG' 874
\ \�B: 9 PG: 64, LOT 6
UPS VANE INSTALLED \
ORIGINAL \
UPSTREAM ESIGNOF
\
�x ----- BRUSH TOE WITH
alx�x�a_ AEVE STAKES (TYP.)
AS -BUILT
THALWEG (T
LOG VANE (TYP )k‘
Eecr cx
LOC-GANE MOVED
i TO STA. 12+50
AS -BUILT
TOP -OF BANK (TYP.)
LOG VANE NOT INSTALLED — — — — —
ARLES DEAN HOLCOMB AND MICHAEL,GENE HOLCO
ELMER E. HOLCOMB & WIFE WILMA.F. HOLCOMB (LE.
PIN: 5926-00-$04164
DB: 1489.PG: 874
PB: 9 PG' 64, LOT 6
�B BED WIRE FEN
AS -BUILT LEGEND
PROPOSED DESIGN
AS -BUILT SURVEY BY
KEE MAPPING & SURVEYING
1D/2D/21 & 2/17/22
RED LINE VARIATIONS FROM
ORIGINAL DESIGN SEALED BY
KATHLEEN M. MVKEITHAN. PE
C01'STJ3LJCTED RIFFLE W
OD INSTA D IN PLACE OF
•�LLOG JAM
BAKER PROJECT REFERENCE NO.
SHEET NO.
/62039
3
PROJECT € ..NEER
KAM.. H. 8J/* ..
2/22/2022
Michael Baker
INTERNATIONALii,
NCDMS ID NO. 100020
BARBEp VVVIRE ENCE
GRADE CONTROL -
ROCK J-HOO/(
VANS-)TYP.)
GATE
FILL EXISTING CHANNEL
GHANNEL PLUG
WHITTIER CREEK
AS -BUILT PLAN VIEW
20 0 20 40
SCALE (FT)

AS -BUILT LEGEND
PROPOSED DESIGN
AS -BUILT SURVEY BY
KEE MAPPING & SURVEYING
10/20/21 & 2/17/22
RED LINE VARIATIONS FROM
ORIGINAL DESIGN SEALED BY
KATHLEEN M. MCKEITHAN PE
I / /
CHARDS DEAN HOLCOMB AND /
MIC AEL GENE H04COM8 /
ELMER E. HOLDOMB & WIFE /
WISMA F. HOLCOMk (LE) I
N: 5926- 0-80-4164 1
IDB: 1489/ PG: 814 1 f
RB: 9 PG264,L01r 6 1 I
1 / / I
/ /
i GADECO/
J-HOOK
/
/
MATCH LINE — SEE SHEET 7
SSE
mrk
,ram®"iN>""./
m
\ AS -BUILT/
TOP OF BA
r BAKER PROJECT REFERENCE NO.
SHEET NO.
/62039
4
PROJECT € ..NEER
Mfff.. H. % k.
0,161171
APPROVED EY:
z/22/2022
Michael Baker
INT E F NA TIONA L 1/
NCDMS ID NO. 100020
ANGELA D. MEADOWS
PORW5O6D9013PG: 678—
PORTION OF LOT 5, PB: 9 PG: 64
_EL-6,09ee5' .995
BOULDER BANK PROTECTION INSTAL �—
IN PLACE OF GEOLIFT '
LOG VANE INSTALLED
IN PLACE OF ROCK VANE
STA. 21 +30.12
CONSTRUCTED
RIFFLE (TYP.)
GEOLIFT WITH
BRUSH TOE (TYP.j_
LOG STEP -POOL INSTALLED IN
AS -BUILT PLACE OF GADECONTROLLOGJAM__
TOP OF BANK (TYP.)
LEZeltr
WOOD INST
GRADE CONTROL
ANGELA D. MEADOWS
PIN: 5926-00-90-1044
PORTION OF DB: 1153 PG: 678
PORTION OF LOT 5, PB: 9 PG: 64
BARBED ORE FENCE
CHANNEL PLUG
FILL EXISTING CHANNEL
Z
x
•
WHITTIER CREEK
AS -BUILT PLAN VIEW
20 0
20
40
SCALE (FT)

SEE SHEET 4
AS -BUILT
TOP OF BANk JYP.)v
GEOLIFT WITH
BRUSH TOE (TYP.)
CONTROL POINT .56
ANGELA D. MEADOWS
PIN: 5926-00-90-1044
PORTION OF DB: 1153 PG:678
\ PORTION OF LOT 5, PB: 9 PG: 64
ev v v
Rf \
THAtW€0{TYP.)
ROOK GROSS -VANE (TYPi--
BARBED WIRE FEE
ANGELA D. MEADOWS
PIN: 5926-00-90-1044
PORTION OF DB: 1153 PG: 678
PORTION OF LOT 5, PB: 9 PG: 64
x—x
I
r BAKER PROJECT REFERENCE NO.
SHEET NO.
/62039
5
PROJECT € ..NEER
APPROVED BY:
2/22/2022
Michael Baker
1N T E FNA TIONA L[1
no—
NCDMS ID NO. 100020
AS -BUILT LEGEND
PROPOSED DESIGN
AS-BIJILT SURVEY BY
KEE MAPPING & SURVEYING
10/20/21 & 2/17/22
RED LINE VARIATIONS FROM
ORIGINAL DESIGN SEALED BY
KATHLEEN M. McKEITHAN, FE
BEVERLY A. FULK
PIN: 5926-00-90-1044
DB: 1199 PG: 867, TRACT TWO
PB: 9 PG: 64, LOT 4 & LOT 1-B
FILL EXISTING CHANNEL
CHANNEL PLUG
WHITTIER CREEK
AS -BUILT PLAN VIEW
20 0
20
40
SCALE (FT)

FRANCES F. ATKINS
CLAYTON FULK (LE)
PIN:5926-00-91-0590
DB: 1218 PG: 345, TRACT 2
PB: 9 PG: 64, LOT 2
zz
4B'GM6
INV IN81007
INV our,/
/gypp
64'
�,6° �"
pI�94010 /
78
78
78
78
78
AS -BUILT LEGEND
PROPOSED DESIGN
AS -BUILT SURVEY BY
KEE MAPPING & SURVEYING
10/20/21 & 2/17/22
RED LINE VARIATIONS FROM
ORIGINAL DESIGN SEALED BY
KATHLEEN M. McKEITHAN, PE
CHARLES DEAN HOLCOMB AND MICHAEL GENE HOLCOMB
ELMER E. HOLCOMB & WIFE WILMA F. HOLCOMB (LE)
PINS 5924-00-80-4164-_—,
__---_— DB: 1489 PG:874
�/— — PPP�.9'PG:-644=0T.6
,— -- ___TIwo ------ ---
LOG DR -OF INSTALLED_IIN15LACCE-OF�-
--AS-BUJ -T- __-_-—GRADE_CONTROL J ROON VANE
TOP'OF BANK (TYPJ— ,_ —
EP_Ix4.T
---- T IB'P17PGN\
„EXCAVATE BANKFULL BENCH
BEGIN UT4
STA. 1 0+00.00
CHARLES DEAN H
ELM)ER E. HOLC
P9INT.011
Ev.mos9Ezv
EEJ4?V4 A\
A
\ V
)
/
VEG PLOT3�
I
I
ILCOMB AND MIG/HAEL GENE WOLCOMB
MB & WIFE WIL A F. HOLCOMB (LE)
IN: 5926-00-80 164 I /
DB: 1489 PG: 74
IPB: 9 PG: 64, �.OT 6 I
\
I /
I
S-B UJLT---
THACWEGLTYP.)
]S3!)P1gM —
•
LOG VANE INSTALLED IN
PLACE OF J-14QOK VANE
•
C)
BANKS AT 3:1
vOINsza04_
AJ
3+76.55
ND T4A /
BEGI 4T
ST4 . a+27.80
\ \
CHARLES. DEAN I% C0//B A1<p
MICHAEL GENE HOLCOMB
ELMER E. HOLCOMB & WIFE
WILMA F. HOLCOMB (LE)
PIN:5926-00-80-4164
DB: 1489 PG: 874
PB: 9 PG: 64, LOT 6
5-
LLI
1-
N
MATCH LINE
r BAKER PROJECT REFERENCE NO.
SHEET NO.
/62039
6
PROJECT € ..NEER
.6& H. H.W' k.
APPROVED BY:
2/22/2022
Michael Baker
INTERNATIONALii,
NCDMS ID NO. 100020
FILL EXISTING CHANNEL
CHANNEL PLUG
•
WHITTIER CREEK
AS -BUILT PLAN VIEW
20 0 20 40
SCALE (FT)

//>/\
\
CHARLES DEAN HOLCOMB AND
MICHAEL GENE HOLCOMB
ELMER E. HOLCOMB & WIFE
WILMA F. HOLCOMB (LE)
PIN: 5926-00-80-4164
DB: 1489 PG: 874
PB: 9 PG: 64, LOT 6
2rroPGa
ROCK CROSS VANE{_''+_
1\D[SI�IONAL LOG Df ]�vu A'
S AL D
2NuR'
la/PcrGR
2r POPLAR
18 PO
MRGR
AT
LOG STEP POOL (TYPJ)
\
/ \
AS -BUILT THALWEG (T 'P.)
\
L4G DROP INSTALLED IN
PLACE OF./OCULAR STEP
AS-EUlkiTOP 9FEgNKfT f
A1GELA,D. MEADOWS
PIN:5926-069)h1044 -
/PO&'FO OF 9B: /453 PG: 678
PORTLON OyLO)''/5. PB9' 9 PG: 64,/
/ // LO9GANE (TYP.)
E CONTROL ROC1Z LOG 0KOP INSTALLED IN
VANE (TYP.) PLACEE qF BOULDER STEP A
BARBED WIRE FENCE
LOG J-HOOVANEINSTALLED IN
PLACE OK 9-8100K VANE
�..., PI "'y—�*�2cr�_,.am �
�+a�� 00 ^�rr��l'- jj _
�.
L.R.,o1,.a_ Aao
—AS-BUILTv
TOP OF BANK (TYP.) N
AS-BUILTLOG STEP POOL (TYP.) LOG VANE! STALLED IN
PLACE OF ROCK VANE
LOG\VANE INSTALLED IN
PLACOF ROCK VANE
THALWEG (TYP.) v /
\CHARLES DEAN HOLCOMB AND MICHAEL GENE HOLCOMB\ ROCK J-HO
\ \ ELMER E. HOLCOMB WIFE WILMA F. HOLCOMB (LE) \ VANE (TYP.
PIN: 5926.00-80-4164
\\ \ DB. 1489 PG;8_74
\ \\ PB: 9 PG: 64, LOTS
• v
END
vv STA. 17+92.7
SIN
•-STREAM
G.GE\#2
Rk1 I("C£OkSVAyE \ N /
Y
j
vAvvVvv vv vv
y v v v v v 0300 v `LECI
\\ \ \\\\\\\ \ \
\\
\\\\
\\\ \ \ \\\\\
V vyyvV
1 l \ \\ \ \°.NGEyA D. MEADOWS
/ WIN: 5926-00-90-1044
/ O TI OF`DB: 1153 PG: 678
PI TIONN F LOT 5, PB: 9 PG: 64
A V
I I I I A
LOCxVANE NOT I�JSTSLLcD
\
V A A A\
\ V A A A \
V A V A A AV
V A V 1 A \
1 I
.CONS)-RI}CIIEDI RIFFLEI(TYPJ
i II j
1 1
kkY n
I I \\
r')��7�'(a POPLAR 1 1
BRUSH -TOE -WITH
-LIVE-STAKES (TYP:)`��\\ %\
ANGELA D. MEADOWS,
..PYN.'S.�^.6-00 90-1044g
PORTION OF b0g 1153 PGL678"/
PORTION OF LOT./1 PB: 9 PG:6
a2
BAKER PROJECT REFERENCE NO.
SHEET NO.
/62039
7
PROJECT € ..NEER
H. H.W' k.
APPROVED EY:
2/22/2022
Michael Baker
INTERNATIONALii,
NCDMS ID NO. 100020
AS -BUILT LEGEND
PROPOSED DESIGN
AS -BUILT SURVEY BY
KEE MAPPING & SURVEYING
10/20/21 & 2/17/22
RED LINE VARIATIONS FROM
ORIGINAL DESIGN SEALED BY
KATHLEEN M. M.KEITHAN, PE
FILL EXISTING CHANNEL
CHANNEL PLUG
WHITTIER CREEK
AS -BUILT PLAN VIEW
20 0 20 40
SCALE (FT)

- 36. RCP
\ \\� (MEILING
\ \
1
\ \\ CONCRETE \
CNP
INV WT:ONKNOWNINV IN:102768'
50' POM/
f�x�
\Y (
\im/^yx./� / _ --_
\( /// /EG BOULOERtTEP (TYPj_ ROCK CROSS VANE (TYP.)
\_� / / AS -WILT TF�LWEG (T�lP.)
o= / / / / BARBED MIRE FENCE �__
may. �� I /LO DROPINS$ALLED PLACE / �-
\ m /� / // YEG PLOT4
1 GRADE CONJROL J-HOOK VANE ��� ARE m
a3 ' ] RYA. 12+s
\I I11 �/ X GAUGE#1 ®��1�� lAfIr ilji/ - ®®�' ®1��6
\� /CABLE E� \\yrJs: .1 ../ �f� .� ` '+rvw� . `'"I""1 „te _ "--`'
1q\ 1 I
I
� Rf SENOC x�
rtfauLPuluT Y95yi
ANGELA D. MEADOWS
PIN: 5926-00-90-5577
DB: 1332 PG: 199
PB: 24 PG: 57
PORTION OF LOT 5, PB: 9 PG: 64
BAKER PROJECT REFERENCE NO.
SHEET NO.
/62039
8
PROJECT € ..NEER
MIL. H. H.W' 4.
APPROVED BY:
2/22/2022
Michael Baker
INTERNATIONALii,
I Oa
NCDMS ID NO. 100020
\ \ _
L'TV \ cur \\\ \ \ _ LACE 00 P /. LDERf41N �� \
NR \ \\.�\ \ \ --- as--- PACE OPB'0L(LDER STEP
INv ou \ \\ \\--,�e4_e_� _ = _, LOG J-HOOK VAPI€INSTALL€D
LOG -PROP INS FALZEDiN- .-- IN PLACE O��RADE ZpCyLFORD STREAA4 ERflSS1�G
INV IN:ro�o>e v _ - -- -- TOP 0 BANK TYP.
INV OU . , J.<.'`aLnCE OF-ST-E-P_ I``T ��44bK E- INSTALL 3tRl2ucE OF'� � )
CONSTRUCTED RI
i i i GRAADE�CONTROLRGCK `\��
ulo��' -- // / J-HOOKa/AiSE(TYP.) / / 77
ANGE7D. ME8AD6WS / GED'LIFT WITH _ 7 i7 v
..PIP25926-00-90-1044 BRUySI4 TOE(TYP7 '.,
PORTION OFf7B: 1153 PG:6Z6-�� / /��
PORTION OF/LOTS, PB 9 PG: 64 // / p ,R
DROPP INSTALLED IN / LOG VANE INSTALLED IN/
CEO,rJ-HOOKY // PLACE OFJ046OK VANE'
/
EWW/S8 FENCE
--` ---- \
_____-------__ 48"RCI3 ANDPLUNGE-FOOL --_
vvv - ANGELA DT M0 DOWS
\ ! PIN: 5926-00-90-1044
\
\---
\-------'
--- PORTION OF DB: 11 PG:
f PORTION OF LOT 5, PB: 9 6:64
\ , BE 1NtiT
\\\STA±OO. 1
\ \\
FRAYTEN F. AT(LE)
\ \ \ \\
CLAYTON FULK (50 \ \
PI210 PG: 45, TRACT
DB: B: PG: 64, TRACT 2
P8: 9 PG: 64, LOT 2
NN
\ \
AS -BUILT LEGEND
PROPOSED DESIGN
AS -BUILT SURVEY BY
KEE MAPPING & SURVEYING
10/20/21 & 2/17/22
RED LINE VARIATIONS FROM
ORIGINAL DESIGN SEALED BY
KATHLEEN M. MCKEITHAN, PE
FILL EXISTING CHANNEL
CHANNEL PLUG
H
41
60
41
WHITTIER CREEK
AS -BUILT PLAN VIEW
20 0 20 40
SCALE (FT)

1,000
990
980
4w H1 1}
F
TW
BAKER PROJECT REFERENCE NO
SHEET NO I
162039
9
PROJECT ENGINEER
ata.. H. 1,16x44.
APPROVED PPE
2/zyxoxz
Michael Baker
INTERNATIo NNL'LI
NCDMS ID NO 100020
980
980
1,00D
99D
ARA
REACH 7
A
1 D00
990
4—
980
980
S
s
KIEFFI
970
970
15+00
16+00
17+00
18+00
19+00
20+00
7
APT
uu
REACH 7
THAI
AQAF
FAE

1,010
1,000
a-EU
990
I
�gd
u —
PGA
BAKER PROJECT REFERENCE NO
162039
PROJECT ENGINEER
Michael Baker
INTERNATIONAL',i,
SHEET NO 1
10
MH/.. H. HeM:fL.
APPROVED PT:
2/22/2022
NCDMS ID NO 100020
990
1, 000
990
UT4
1 000
Il1111111►IGillllllllllllllil�!11111111!' ��•''���!!���1��111111�llllii�'���'�j��lllh���������II�IIIIIIIIIIIIIIIIIIIIIIIII !1! !1! 11 11 111111 111 I PP! "' ' ' ' 1 I�'
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�i������������ollnm�oiiilli��m�������o�m��a������� IIIIIIIIIIIIUIIiIIIiIIII�IiIlilliliiillllllllllllll,IIIIII11111il11Iu1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiihhhh11!!!!1111111111l111111111111111111111III
...� III III 11111
m IIII li
990
980
980
15+00
16+00
17+00
18+00
19+00
20+00

1,020
UT5
1,010
1, 000
ihi;! usi111iii ;G aillignIPP"H1111 1111111114111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
�!'. ---•;pi pnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn
111111111111111111111111111111111111O11111I1ihmlllll11111 iil�ii111l:11iii
iiiiii jijplllpl�mmmmmmmmnmmmmmmnmmm mni mmmmmmmmmmmmmmmmmmmmn
••• •••••• " " l�IIIII��11111 illibliI111111111111111111 11.i llf;;Illllll;;;mmmm;mm;m;;;mllllllllllllllllllllll,
nnnnnnnnnnnnnnnnnnnm!nnnnnnnnnmm�mnnnnnn.: ...�'!'!r 11!!1l1uuuIIIIIIIIIIIDIIIIIIIIII��liIIRI!I9IIIIIIIIIII
'' 4 .!1111"""°' 111!!'�IIIIIIIIIIIIIIII 1111111111
BAKER P OJECT REFERENCE NO SHEET NO
162039 11
PROJECT ENGINEER
Mlf/.. H. 1,1644.
APPROVED EN:
2/22/2022
Michael Baker
IIIIIIiiil s1Ii11III
11111111111111111111
11111111111111111111
11111111111111111111
11111111111111111111
11111111111111111111
!IIIIIIIIIIIIIIIIIII !
1p
INTERNATIONAL'1,,
NCDMS ID NO 100020
s,.
990
990
1,010
1, 000
Inn
■
990
UT5
mun
mun
AS
Tr
A
VLF
uIIII.1111
11111111111
1 010
1 000
990
980
980
15+00
16+00
17+00