20090734 Ver 1_Site Plan_20090707

W
SITE LOCATION
US 1 v
✓�i..s.� -t y f y.
DRAWING INDEX PEA RIDGE
SR 1972 rYs,
CORINTH RD.
0.0 COVER
SR 1916
SuntK
1 .1 CONVENTIONAL SYMBOLS
2.1 — 2.2 DESIGN DATA
801 JONES FRANKLIN ROAD
a SUITE 300 3.1 — 3.7 DETAILS
4.1 — 4.5 PLAN SHEETS'
NC 42
RALEIGH, NC 27606 G y .
(P) 919-851-6866 5.1 — 5.7 EROSION & SEDIMENT CONTROL
6.1 — 6.2 PLANTING PLAN
(F) 919-851-7024
7 . 0 Impact Map PROJECT
LOCATION
CLIENT: '
d4' SITE
PROGRESS ENERGY ENTRANCE
411 FAYETTEVILLE ST. VICINITY MAP NOT TO SCALE
RALEIGH, NC 27601
g (P) 919-546-4285
(F) 919-546-6750
zfi
BUCKHORN STREAM RESTORATION
AND POWER HOUSE REMOVAL
CGS R®Q
Zo
x g} SEAL
32611
CHATHAM COUNTY NORTH CAROLINA '����An
MAY, 2009AN
PROJECT N U M B E R: 171300318 Revision By wad. W.MDD
G'l L
n.Nww m3mia PI..soap PROJECT ENGINEER
,.. D... Chkd. Degn. YYJ M -

I
i
CONVENTIONAL SYMBOLS
C, Progress Energy
lProgress Energy Carolinas, Inc. Raleigh, NC
I
I
I
s Inc.
PROPOSED CHANNEL SlJarmtantec Consulting,Suite 0D
I 801,loins Flankrm Rd.,Slate 300
Raleigh NC U.SA
1.6
276M
TN. 919851.6868
Fos 919151.7a24
es Aomm.
Stantec
Copyright Reserved
DOUBLE STEP The C.U.I.shall 1.*� '°w el DO
NW se.ls the ara,& —any anon or a1Np7elr Owl be reported M
ROCK CROSS VANE
staMac.RepoAwtion a uee for airy purpoes other than
aatt�ry st�t.a r.+a�maa..
I
I
i
I
i
I
I
I
LOG VANE W/
ROCK J-HOOK
I
i
I
I
I
I
I
LOG STEP POOL
I
REVISIONS
NO. DATE BY DESCRIPTION
i
BRUSH MATTRESS
LOG & LIVE
BRUSH LAYERING i CERTIFICATION AND SEAL
,
j k\�CAR®f--,I�
IMPERVIOUS STREAM
� a
CHANNEL PLUG UG
I
® •
• � BEAD �•' =
LOG SILL 326TI ( �
WETLANDS
I . u►.
i PROJECT NAME
,
BUCKHORN PHASE
RALEIGH,NORTH CAROLINA
DRAWING TITLE
I CONVENTIONAL SYMBOLS
CADD PLOT: SCALE: N/A DRAWING NO.
I DRAWN BY: .
volD PLOT: G.M.M.
DATE:
RELEASED TO
CONSTRUCTION REVIEWED BY:
N.E.J. of XXDWGS.
U:\1213003181proje\de ign\stream\Design\dxg\Plan Se g,t.l SYMBOLS,5/13/20093:38:09 PM

PRIORITY 11 TYPICAL CHANNEL SECTION TYPICAL SECTION - POOL RIGHT
MIRROR ABOUT CENTERLINE FOR POOL LEFT
FL❑❑DPLAIN SLOPE GRADING LIMITS VARIABLE REACH 1 REACH 2 REACH 3 Progress Energy
BANKFULL WIDTH 48.0 15.0 15.0>- EXISTING CHANNEL Progress Energy Carolinas, Inc. Raleigh, NC
a ' Yr
a FLOOQPLAIN WIDTH ¢ POINT BAR WIDTH 16.2 4.7 4.7 1
Z VARIES w Z MAX DEPTH (THALWEG) 7.0 2.9 2.9
a=o BANKFULL a OUTSIDE WIDTH 4.9 2.7 2.7
0
EXISTING GROUND _j M WIDTH \ N Q3 CENTERLINE DEPTH 5.5 2.8 2.8
VARIES T-1
1 EXISTING GR❑UND ' Stantec Consulting Services Inc.
3d , 801,Ialw FlaYJN 9d..Sub 300
NC u.si.
34 ALL UNITS ARE IN FEET Z7W6
VAR, TeL 919.eateas9
VAR. ill m 91�9MI.M24
id
BANKFULL WIDTH Stantec
\ OUTSIDE Copyright Reserved
POINT BAR WIDTH ,,,c rb .,d a, b,d ft—1 l ,m
9m Tar ur 6a.tq-ay.nol.a a1+.kn dW be npvhe to
/ BANKFULL STAGE • d1e
EXISTING CHANNEL �. Tlr ooggl.to d'argr aw aa.xa a.a• ar
TO BE FILLED _ — CENTERLINE DEPTH THALWEG raete�`aa�'"p.po..en
'� _ VAR. X U
SEE TYPICAL SECTION RIFFLE AIM M VAR.
FOR DETAILED DIMENSIONS VAR. DEPTH
I
THALWEG (DEEPEST POINT IN A CROSS SECTION)
IS LOCATED IN THE MIDDLE OF THE BASE WIDTH.
NOTES: — ALL CROSS SECTIONS ARE SHOWN LOOKING IN THE DOWNSTREAM DIRECTION
—Q9— GRADE POINT IS THE CENTERLINE OF THE STREAM
— ALL SHARP CORNERS SHOULD BE ROUNDED
SCALE: NTS
TYPICAL SECTION RIFFLE TYPICAL SECTION - RIFFLE
VARIABLE REACH 1 VARIABLE REACH 2 REACH 3 REVISIONS
NO. DATE BY DESCRIPTION
BANKFULL WIDTH 37.4 BANKFULL WIDTH 13.1 13.8
BASE WIDTH 9.4 BASE WIDTH 7.6 8.0
MAXIMUM DEPTH 3.7 MAXIMUM DEPTH 1.4 1.5
LOW FLOW WIDTH 12
BENCH DEPTH 2.4
ALL UNITS ARE IN FEET ALL UNITS ARE IN FEET CERTIFICATION AND SEAL
Woi
BANKFULL WIDTH BANKFULL WIDTH 4® •.••�� D•.•� ���
36 BANKFULL WIDTH 36 BANKFULL WIDTH
36 BANKFULL WIDTH 36 BANKFULL WIDTH
Ilk
LOW FLOW WIDTH BASE WIDTH • � SEAL �•• q
BASE WIDTH 32611
i
BENCH DEPTH cL AND cL AND ��� ••• ��� ����; �•
' THALIWEG BANKFULL STAGE THALWEG BANKFULL STAGE �,�•••• ......•• ��, ��,
_ fft I'S11 AN S.
MAX DEPTH MAX DEPTH
:1 3:1 :1 2:1
1:1 1:1
PROJECT NAME
BUCKHORN PHASE I
RALEIGH,NORTH CAROLINA
THALWEG (DEEPEST POINT IN CROSS SECTION) IS LOCATED IN CENTER OF CHANNEL IN A RIFFLE. THALWEG (DEEPEST POINT IN CROSS SECTION) IS LOCATED IN CENTER OF CHANNEL IN A RIFFLE. DRAWING TITLE
TYPICAL SECTIONS
NOTES: — ALL CROSS SECTIONS ARE SHOWN LOOKING IN THE DOWNSTREAM DIRECTION NOTES: — ALL CROSS SECTIONS ARE SHOWN LOOKING IN THE DOWNSTREAM DIRECTION CADD PLOT: SCALE: NIA DRAWING NO.
IC GRADE POINT IS THE CENTERLINE OF THE STREAM — — GRADE POINT IS THE CENTERLINE OF THE STREAM
— 7LL SHARP CORNERS SHOULD BE ROUNDED — LL SHARP CORNERS SHOULD BE ROUNDED
DRAWN BY:
VOID PLOT:RELEASED TO G.M.M- ^■
SCALE: NTS SCALE: NTS — DATE: L
CONSTRUCTION REVIEWED BY:
N.E.J. OF XXDWGS.
U:\17130031ft,ojM\design\stream\Design\d g\Plan Sedwg,2.1 DESIGN DATA,5/13/20093:38:15 PM __-'--"-'--'

i
Table 1 Morphological Table for Reference Reaches & Design Reaches Project No.
C, Progress Energy
171300318 Buckhorn Creek)
,» � Progress Energy Carolinas, Inc. Raleigh, NC
a
1000' U/S of
Bu Ci k h rn Stantec Consulting Services Inc.
Creek/Cape R.1ei9 NC S �..s 39
27606
Tel. [phone]
Fear R. Buckhorn I= 919.851.M24
Location confluence. Craig Creek (Reach 1) Reach 2 Reach 3
Stantec
Stream Type B4 B4 B4c A4/5 A4/5 CDpydghtReserved
TM COMroctor•IwR wrly r M n,apan0ble far a9 d—ions.W
NOT cgM 6n 6vaNq—«n.,.an a cwN .MI b•,.port.!to
Drainage Area (Ac) 100 1150 51199 100 58I•to° « .aD «a.lA� .>Mpap. la
Bankfull Width (ft) 12.7 26.5 37.4 13 14
Width to Depth Ratio 12 25 15 12 12
Bankfull X-Sectional
Area (ft) 14.3-17.7 28 93.5 14.3 15.9
Bankfull Mean
Velocity (fps) 5 5 4.8 5.9 5.5
Bankfull .Mean
Discharge (cfs) 75 140 425 84 88
Bankfull Max Depth REVISIONS
(ft) 1 .83 2.5 3.7 1.4 1.5 NO. DATE BY DESCRIPTION
Entrenchment Ratio 1 .88 1.47 2.2 2.2 2.2
Meander Length
(Avg) (ft) 115 188 258 115 128
Belt Width (Avg) (ft) 22.7 66 93 23 35 CERTIFICATION AND SEAL
,�, �������®Qo1
SQL
32611
AN
PROJECT NAME
BUCKHORN PHASE
RALEIGH,NORTH CAROLINA
DRAWING TITLE
MORPHOLOGICAL TABLE
CADD PLOT: SCALE: NIA DRAWING NO.
DRAWN BY:
volD PLOT: G.M.M. l°1■�'L1
--- DATE:
RELEASED TO L
1 CONSTRUCTION REVIEWED BY:
N.E.J. OF XXDWGS.
U:\171300318\p,oje\design\Str M\Design\dwg\PlanSfdwg,2.2 DESIGN DATA,5/13/20093:38:20 W ---------

I
LOW BANK , LOG STEP POOL STRUCTURE
105'
/ _ WATER SCALE: NTS
BANKFULL ' ' t;PATH� o Progress Energy
FILTER FABRIC o o o 0 o Progress Energy Carolinas, Inc. Raleigh, NC
A
o v o C% o BANKFULL WIDTH i
I
A
o 0 o BED ELEV. BANKFULL ELEVATION LOG ANGLED AS
SHOWN ON PLANS Stantec Consulting Services Inc.
j 1
HEADER LOG FILTER I 1-4% III fiat�F Ra,Suite aoo
U.S
Raleigh NC .SA
SCOUR FABRIC I I=I EXISITNG GROUND 27606
Tel. 919.85t.8866
FOOTER LOG POOL I I�71 ff1=1 IT=n r—m=1, 7�—�t I0 r '-ft.t .81.7024
1=III-II�II—III=III=III=III=III=�I I=III—TI— I HEADER LOG Stantec
BUNDLE CUTTINGS = _ —Ij— — _ _ _ _
SECTION A—A FOOTER LOG Copydghl Reserved
1h.C.MrocW.nM wNy ane M rs%e IDk/ar a dkl..I.-DO
FILTER FABRIC TN"m`�°.nn..1!1'"'°°—"°=or mroa.da ee l.co+.a I.
St.coyMyn..61.
anpn.ana 6".►q.a.uw pop.b m
.0.1t.R.p�odmllan w for ay pwp...NMr IMI tipt
oWAa1sM M S�.O h/orEidden
I - BANKFULL WIDTH
LOG ANGLED AS BANKFULL ELEVATION ED ELEV.
SHOWN ON PLANS
C _I I
FILL CONSTRUCTED RIFFLE SCOUR I—_I I I
_ t 4�
WITH #57 STONE POOL EXISITNG GROUN IIIIIII APE— rI— FILTER
FABRIC
105' o 0 o HEADER LOG
I l i �l IT=I I II I M-I I I=I I I-I I MI 11=IIhIIIIm I I I n I I I I
.WATER — — I[--I I 1=1 I I—I I I I — —
�PATHo FOOTER Loc
LOGS SHALL BE PARALLEL SECTION B—B
o o o o 0 0 0
I
FILL CONSTRUCTED BACKFILL WITH #57 STONE
RIFFLE WITH #57 STONE
I
2' MINIMUM BED ELEV. REVISIONS
STREAMED NO. DATE BY DESCRIPTION
2' MINIMUM
SCOUR —I
POOL • I I=I HEADER LOG
HEADER LOG ��J
I I—III—III—I I I—I I I—I I / SCOUR POOL 11 I 1 —I I I—
C
SCOUR POOL
A I I I=1 I I=1 =
FILTER FABRIC
I A CERTIFICATION AND SEAL
=111— I I=I T r
I—III= I _I 1=1 I_I I_I b
I—I I I �
EXISITNG GROUND-- III— —III—III—III- ,�,�111►►/,
LOG ANGLED AS
FOOTER LOG �--�+ FOOTER LOG ,���®��•��� 0®
FILTER FABRIC
SHOWN ON PLANS SCOUR z4"MIN' .� ® •• i'
POOL 24"MIN.
I _ SEALS �
SECTION C-C 32611 v
,,�� •iN i►��,,
PLAN VIEW
NOTES PROJECT NAME
BUCKHORN PHASE
1. LOG SHALL BE HAVE A MINIMUM TRUNK DIAMETER OF 24" FOR 4. BUNDLE CUTTINGS SHALL BE PLACED AT THE CHANNEL EDGE 7. PLATE THE UPSTREAM SIDE OF THE LOGS WITH FILTER FABRIC RALEIGH,NORTH CAROLINA
REACH 1 AND A MINIMUM TRUCK DIAMTER OF 12" REACHES 2 ABOVE THE SILL ON BOTH THE LEFT AND RIGHT BANKS. AND #57 STONE AS SHOWN IN DETAIL DRAWING TITLE
& 3.
5. PLACE HEADER LOG SLIGHTLY BACK ON TOP OF THE FOOTER LOG STEP POOL STRUCTURE
2. LOG STEPS SHALL BE CONSTRUCTED WITH 1 FOOTER LOG AND LOG.
CADD PLOT: DRAWING NO.
SCALE: N/A
1 HEADER LOG.
6. LENGTH OF THE LOGS SHALL BE A MINIMUM OF 6' BEYOND -- — I DRAWN BY:
3. NAIL FILTER FABRIC TO EDGE OF HEADER LOG USING 3" 10D BANKFULL FOR REACH 1 AND 4' BEYOND BANKFULL FOR volD PLOT: ! G.M.M.
I i
GALVANIZED COMMON NAIL ON 1' SPACING ALONG THE LOG. REACHES 2 & 3 DATE:RELEASED TO 3. 1 I
i CONSTRUCTION REVIEWED BY:
U:\I]1380318W.left\desgn\stream\Design\dwg\P].Se d.g,3.1 DETAILS,5/13/2W)3:38:25 M _ N•E•� OF XX DWGS.•

-------------------------------------------------
I
IMPERVIOUS STREAM CHANNEL PLUG
SCALE: NTS z z
PLAN VIEW � &*3 Progress Energy'
ow Progress Energy Carolinas, Inc. Raleigh, NC
(n
?� O
d
O O
U- O
Stal� I
O
801 Jorc Consulting Services Inc.
EXISTING TOP OF BANK Rai gh N FfU.S Rd,was 300
Raleigh NC U.SA
MIN. 5 FT. 27606
Tel 919.B51.6866
BANKFULL WIDTH ———_— — — —•— ——'-——— — Fmc 919.851.7024
COIR FIBER MATTING
5 FT. MIN Stantec
IMPERVIOUS MIN. 1 FT. WIDER THAN FLOW DIRECTION
SELECT MATERIAL CopyrightReseved
OF EXISTING CHANNEL eP.m,_o e.�.a omlwo�e.nm ee I. re to
4:1 SLOPE BANKFULL STAGE EXISTING CHANNEL .ne euronee. +o.aamaeen.oD
1n.�•vxroM+std. rd-d ro or
Smlx R
euUiolkse Stgdee
W
.......................................................................................... ....
W
EXISTING GROUND J o j EXISTING TOP OF BANK
J U V) U-
IMPERVIOUS SELECT Ld o z
MATERIAL Y N rn <
1 FT. MIN. DEPTH BELOW z
EXISTING CHANNEL GRADE m o o Y
EXISTING GROUND z
Y a WO LLJ a m
CROSS—SECTION m o 0 0
V)
O l,, W d
(L 9 O F_
o U) N o
W
V)
W O
N a
O O
0- a
REVISIONS
NO. DATE BY DESCRIPTION
STAKES (3.0' LENGTH) BRUSH MATTRESS
SCALE: NTS 12 GAUGE NON—GALVANIZED WIRE
BRUSH LAYER
12 GAUGE NON—GALVANIZED
WIRE SECURED TO STAKES
CERTIFICATION AND SEAL
EROSION CONTROL MATTING
\\STAKE (TYP.)/\\ \\ \\ \\ �\\\\1111►1j
BANKFULL ELEVATION /\\/\\/\\/\\/\\/\\/\\j 4* ®�'•••••••••••••
STREAMBED \\/,\/ \ \ \ \ \ \ \ \� ® ••••
\ \ \ \ \ \ \\ \\� •��®
BRANCHES MIN PER 3' 2.0' MIN
BR SEAL
\
BRANCHES OF 1" DIA. OR LESS �/ / \\/ \ \\/\\/\\/\\/\\/\\/\\/\\/\\�
32611
FLOW _ — EXCAVATE AT TOE OF SLOPE
(BACKFILL WITH STONE) 1/AN
�
PLAN VIEW 1
CROSS SECTION PROJECT NAME
MATTRESS
A BUCKHORN PHASE
IV I NOTES FOR BRUSH A TTR E S S RALEIGH,NORTH CAROLINA
DRAWING TITLE
BRUSH MATTRESS — THIS METHOD USES t. CREATE 12" DEEP TRENCH 4. STAKE SHOULD BE EXPOSED A MAX OF 0.5' BRUSH MATTRESS
HARDWOOD BRUSH LAYERED ALONG A STREAMBTH RI LAYER CADD PLOT: SCALE: NIA DRAWING NO.
A MATTRESS AND ANCHORED IN 2. STAKE AND WIRE BRUSH LAYER INTO TRENCH 5. NO BLACK WILLOW TO BE USED FOR BRUSH
PLACE WITH GRID OF STAKES AND WIRE. THE TOE �DRAWN BY:
OF THE MATTRESS BELOW THE WATERLINE IS 3. BOARD FOR STAKE SHOULD BE 2" X 2" OR LONGER 6. SILKY WILLOW SHALL BE USED AS BRUSH LAYERING VOID PLOT: I G.M.M.
ANCHORED BY STONE AND SOIL. THE LIVING3.2
BLANKET ACTS AS MULCH FOR THE
AND RELEASED TO DATE:
PLANTINGS TO BECOME ESTABLISHED IN THE BANK. CONSTRUCTION i REVIEWED BY:
I IT ALSO PREVENTS EROSION OF SLOPED SURFACES.
N.E.J. OF XXDWGS.
U:\1]1300318\Projatt d sign\stream\Design\�g\Plan Se d"g•3.2 DEMFILS,5/13/2009 3:38:30 PM

i
I
I
LOG 8c LIVE BRUSH LAYERING
I
SCALE: NTS
C, Progress Energy;
i
i
Progress Energy Carolinas, Inc. Raleigh, NC
COIR FIBER MATTING j
-------------- ------- - - - - - -EXISTING GROUND
*LAYER TOPSOIL ON
LIVE STAKES ON TOP
Stantec Consulting Services Inc.
3 F n•a rtnldm Rd.Sldte 00
BANKFULL STAGE OF COARSE WOODY 601 Jo Relegh NC USA
TOPSOIL DEBRIS AND REPEAT 27606
TeL [phone]
- - -LIVE STAKES TO 0.5 TIMES THE Fmc 919.1351.7024
:. — — —COARSE WOODY DEBRIS BANKFULL DEPTH
RIPARIAN �i\ii\ Stantec
PLANTINGS AND
\ •. / Copyright Reserved
LIVE STAKES ����.::.'...... . _ , POOL NOTd. .�"��. "'�I °°m
st Ramie c a
sty r raaea..
-1/2 BANKFULL DEPTH BELOW BED
CROSS SECTION VIEW
\ POINT BAR / F��� REVISIONS
\ / NO. DATE BY DESCRIPTION
CERTIFICATION AND SEAL
%IIIflirt#CAR07
i
POOL � / � '•�� SEAL��•
RIPARIAN ��� ?//Aft
PLANTINGS AND 41ASIA�
LIVE STAKES
PROJECT NAME -
i BUCKHORN PHASE
i
RALEIGH,NORTH CAROLINA
_ DRAWING TITLE
i y LOG&LIVE BRUSH LAYERING
CADD PLOT: SCALE: NIA DRAWING NO.
I I
DRAWN BY:
BANKFULL BENCH VOID PLOT: G..M,M
WITH COIR FIBER MATTING PLAN VIEW
.__ ,DATE:-.RELEASED TO - 3.3
i CONSTRUCTION i REVIEWED BY:
--- -----
N.E.J. OF XXDWGS.
U:\i11300318\Project\dP-sign\steam\Dai9^\d^'9\Plan$eLMy,3.3 DETARS,5/13/2409 3:38:35 PM --

I---- --...-......_ ____ _.___-_-_ ----
LOG VANE WITH ROCK J— HOOK BUNDLE CUTTINGS
SCALE: NTS SCALE: NTS Progress Energy:
9Y
!
I Progress Energy Carolinas, Inc. Raleigh, NC
WOODEN STAKE (TYP
I
pW�wR BIODEGRADABLE TWINE (TYP)
Stantec Consulting Services Inc.I
ANKF 12" MIN. 801 Jones FmrJ§n Rd.,sldte 3W
BANKFULL UC ryNKFrJ(�/� 1/3 NOTESL I Ta�et9
ANK Fel stg.l�a5st.Toz4Sacs
FU�C 1. BUNDLE CUTTINGS SHALL BE COMPOSED OF CUTTINGS �•�
FROM VEGETATION USED FOR LIVE STAKING.
HEADER 2. THE BUNDLE SHALL BE A MINIMUM OF 12" IN DIAMETER St8I1teC
20-30 DEG BOULDER 3' MIN. AND A MINIMUM OF 3' LONG.
3. TWO WOODEN STAKES SHALL BE DRIVEN THROUGH THE Copyright Reserved
BUNDLE TO ANCHOR THE BUNDLES TO THE GROUND. 71%c„�e�„i1� ,m.W e. .,«.0 u Do
4. APPROXIMATELY 2" OF TOP SOIL SHALL BE FILLED ON TOP ROT aw m.aewg-ory«o «anrwn..lm8 e*r"MtW to
OF THE BUNDLE CUTTINGS AFTER INSTALLATION. �y,,tla",
A A StaM.c.R.goelRR.«w"r ory purpoq eth«"than tlwt !
BACKFlLL WITH a mwe.a M S..:r JadZ.
#57 STONE
ROCK SILL BANKFULL WIDTH
FOOTER LOG— BANKFULL ELEVATION
I
I
I
BUNDLE CUTTINGS (TYP)
TYPICAL SECTION
m
TIED INTO STREAM BANK
PLAN VIEW
GROUND SURFACE BANKFULL ELEVATION
BANKFULL WIDTH sTREAMBANK
BANKFULL REVISIONS
BACKFILL WITH p NO. DATE BY DESCRIPTION
#57 STONE 49, SHOP 0 1/2 BANKFULL ELEVATION
f
HEADER LOG
/\ �` 0 \/\ /�\// `//• �i /ROCK SILL FOOTER LOGS CERTIFICATION AND SEAL
WILL BE PLACED INTO
FILTER FABRIC J ' / THE EXISTING SUBTRATE
f\l� STREAM BED FOOTER BOULDER ,�� � CAR®
FOOTER LOG STREAMBED
��a � �•Q•�O`��
SECTION A-A SECTION B-B _ SEAL
32611
Nt
f ,�NAN E. �.
NOTES FOR LOG VANE WITH ROCK J-HOOK I
1. FILTER FABRIC SHALL BE INSTALLED ON THE UPSTREAM 4. FOOTER LOG SHALL BE PLACED FIRST, THEN THE HEADER 0.2 FT ABOVE THE CHANNEL INVERT ELEVATION. PROJECT NAME
SIDE OF THE STRUCTURE j DIAMETER LENGTH FROM THE LOG SHALL BE PLACED ON TOP PRIOR TO BACKFILLING BUCKHORN PHASE
TOP OF THE LOG. THE NAILS SHALL BE ON 12 INCH THE TRENCH WITH NO. 57 STONE, FILTER FABRIC SHALL 6. THERE SHALL BE NO GAPS BETWEEN THE HEADER ROCKS.
CENTERS. FILTER FABRIC SHALL BE BURIED IN THE BE PLACED ON THE UPSTREAM SIDE OF THE VANE RALEIGH,NORTH CAROLINA
BOTTOM OF THE CHANNEL AND SHALL BE PLACED THE STRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH 7. LOG VANE SHALL EXTEND FROM THE BOTTOM OF THE BED
ENTIRE LENGTH OF STRUCTURE. LOG GAPS. FILTER FABRIC SHALL EXTEND FROM THE ELEVATION TO THE HEAD OF THE VANE AT A MIN. DEPTH DRAWING TITLE
BOTTOM OF THE FOOTER LOG TO THE FINISHED GRADE OF )i BANKFULL ELEVATION. THE LOG VANE ARM SHALL LOG VANE WITH ROCK J-HOOK
2. A HYDRAULIC EXCAVATOR, WITH A HYDRAULIC THUMB, ELEVATION AND SHALL BE PLACED THE ENTIRE LENGTH OF HAVE A SLOPE OF 27-47L HEADER AND FOOTER LOGS
SHALL BE USED TO PLACE BOULDERS AND LOGS WITH THE STRUCTURE. LOGS SHALL HAVE A MINIMUM TRUNK SHALL BE TIED SECURELY INTO THE BANK IN SUCH A WAY CADD PLOT: SCALE: N/A DRAWING NO.
SUPERVISION OF THE ENGINEER. DIAMETER OF 24" FOR REACH 1 AND A MINIMUM TRUCK THAT ELIMINATES THE POSSIBILITY OF STREAMFLOW I DRAWN�
3. SEE SPECIAL PROVISIONS FOR HEADER AND FOOTER gv:
DIAMTER OF 12" REACHES 2 & 3. DIVERTING AROUND THEM. VOID PLOT: G.M.M.DIMENSIONS. 5. 1/3 OF THE WAY ACROSS THE CHANNEL FROM THE 8. ANY SOIL DISTURBED DURING THE PLACEMENT OF J—HOOK RELEASED TO DATE: •
OUTSIDE BANK THE HEADER ROCK SHALL BE PLACED AT LOG VANES, SHALL BE SEEDED USING TEMPORARY AND CONSTRUCTION REVIEWED BY:
PERMANENT SEEDING METHODS. N.E.J. OF XXDWGS.
U:\171300318\p,.Je Xdesgn\stream\Design\d"g\Plan Sa.d g,1.4 DETAILS,5/13/2009 3.38.w rm

I
I
DOUBLE STEP ROCK CROSS VANE
SCALE: NTS C, Progress Energy
Progress Energy Carolinas, Inc. Raleigh, NC
1/3 OF PROPOSED
BANKFULL WIDTH
I
Stantec Consulting Services Inc.
Rat Jones frUS Ra.
Suite aoo
U.S Raleigh NC A
276M
A FILTER TeL ata.85tRRss
FILTER FABRIC FABRIC fes ata.Rst.7o2a
BANKFULL FFL►
Stantec
20 — 30 deg MAX OF 0.5 Copyright Reserved
HEADER— — �: id`°
eDaa�.,ewN.+«m"p .Do
STONE I POOL _ m
NoLOE57STN ° FOOTER I III- I STREAMBED
° STONE — Ii I—I ELEV.
o 0
° STEP ° FILTER FABRIC
/� STEP ROCKS
POOL SEE NOTE 7 SECTION A—A
B SCOUR POOL
A
1/3 OF PROPOSED 1/3
3 OF PROPOSED 1 3 OF PROPOSED REVISIONS
/ / / STREAMBANK NO. DATE BY DESCRIPTION
BANKFULL WIDTH BANKFULL WIDTH BANKFULL WIDTH
— — BANKFULL ELEVATION
NO GAPS
BANKFULL BETWEEN III—III �49
ELEVATION BOULDERS I �qNf qRM SCOp
e
CERTIFICATION AND SEAL
TOP OF CENTER 1/3 STONES _
SET AT ELEVATION SHOWN —
ON LONGITUDINAL PROFILE
FOOTER BOULDERS WILL BE PLACED �� : ® /®
STREAMBED INTO THE EXISTING SUBTRATE A
ELEV. — — MINIMUM OF THE BOULDER DIAMETER SEAL
— — FOOTER BOULDERS WILL ELEVATIOND 32611
BE PLACED INTO THE
CHANNEL BED A MINIMUM �i
CROSS-SECTION OF THE ROCK DIAMETER SECTION B-B %,� ���°��
QN E.
NOTES:
Uu ufA
1. ALL STONES ARE TO BE STRUCTURE STONE. 4. SLOPE OF ARM SHALL BE 2-47 PROJECT NAME
BUCKHORN PHASE I
2. FOOTER BOULDERS AND VANE BOULDERS SHALL BE NATIVE 5. DIMENSIONS AND SLOPES MAY BE ADJUSTED TO FIT BY THE RALEIGH,NORTH CAROLINA
STONE OR SHOT ROCK, CUBICAL OR RECTANGULAR IN NATURE. DESIGN ENGINEER.
DRAWING TITLE
3. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF 6. GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING DOUBLE STEP ROCK CROSS VANE
THE STRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDERS TIGHTLY TOGETHER AND PLUGGING WITH STRUCTURE BOULDER GAPS. FILTER FABRIC SHALL EXTEND FROM THE STONE CLASS "A" AND SELECT MATERIAL OR CHINKING STONE caoDPLor: SCALE: N/A DRAWING NO.
BOTTOM OF THE FOOTER BOULDER TO THE FINISHED GRADE APPROVED BY DESIGN ENGINEER, AND LINING WITH FILTER FABRIC. DRAWN BY:
ELEVATION AND SHALL BE PLACED THE ENTIRE LENGTH OF THE VOID PLOT: G.M.M. ^ .
STRUCTURE. 7. THERE SHALL BE NO DROP GREATER THAN 4 INCHES OVER EACH — I DATE: LSJV1
STEP. RELEASED TO I
CONSTRUCTION REVIEWED BY: i
N.E.J. i OF XxDWGS.
U:\171300318\project\design\,U ,\Design\tl g\Plan Se d q,35 DErAILS,5/13/20093:38:45 PM
— i i

- - ..........................._.............._. -
LOG SILL
SCALE: NTS
C, Progress Energy
BACKFILL WITH BANKFULL
Progress Energy Carolinas, Inc. Raleigh, NC
CRUSH & RUN
WATER
FLOW BUNDLE CUTTINGS
CD
A FILTER FABRIC Stantec Consulting Services Inc.
8D1 Jones Frankel Rd.,SuYe 3W
Raleigh NC USA
A 27WS
TeL [phone]
Fmc 919.85,.7024
r AtarAmm
FOOTER LOG Stantec
HEADER LOG Copyright Reserved
TM Ca be W mild"*and M resparaehls/«oD dkrrnd—DD
NN aala tto Arming—arry error«arrinkrle ellai M.rapwW to -
SCOUR POOL
1e.��to 'a.gr wm drmlaya oA Dr. a
6' MIN. I_ siwd.e. «a»1«wry pwpa.aMr
f'— awwnma q saa.a w rwaiaeen.
6' MIN.
CV
PLAN VIEW
BANKFULL WIDTH STREAMBED BACKFILL WITH STREAMBED
BED ELEV. #57 STONE FILTER FABRIC
BANKFULL ELEVATION REVISIONS
NO. DATE BY DESCRIPTION
I—III—III— o Q HEADER LOG
EXISITNG GROUND III=I FILTER I=III=III=III C��O SCOUR POOL I=III
II II FABRIC III—III—III=I �O III—III
HEADER LOG I I I _ _ _ _ _ _ _ I =III—IIIII I— `OVERHANG III—III—I
III=III=1 I I=III=III=III—III=III=III=III=1 I I=I I I I—III—III—I o )1 I I I—I I I—I I I CERTIFICATION AND SEAL
FOOTER LOG I M 11=1 I I O�Oo � I I = - - =III=III=I 1 Ed I
=II1—III III— III—III—III—III— nI
SECTION A—A CAR 01
"P��i�
FOOTER LOG :��®� •'•'��'•'• .���;
24"MIN.
SECTION B—B SEAL��':
f8QN S. ,o•
'f•I.M lit
NOTES
PROJECT NAME
1. SILL LOGS SHALL BE HAVE A MINIMUM TRUNK DIAMETER OF 24" FOR 5. BUNDLE CUTTINGS SHALL BE PLACED AT THE CHANNEL EDGE ABOVE FOOTER LOG TO THE FINISHED GRADE ELEVATION AND SHALL BE eucKHORN PHASE I
! REACH 1 AND 12" FOR REACHES 2 & 3 THE SILL ON BOTH THE LEFT AND RIGHT BANKS. PLACED THE ENTIRE LENGTH OF THE STRUCTURE. PLACE #57 STONE RALEIGH,NORTH CAROLINA
ON THE UPSTREAM SIDE OF THE STRUCTURE.
� 2. LOG SILL SHALL BE CONSTRUCTED WITH 1 FOOTER LOG AND 1 6. PLACE HEADER LOG SLIGHTLY FORWARD ON TOP OF THE FOOTER DRAWING TITLE
HEADER LOG. LOG ALLOWING FOR OVERHANG. LOG SILL
I �
3. ANGLE OF LOGS IN CHANNEL SHALL BE DETERMINED BY ON—SITE 7. LENGTH OF THE LOGS SHALL BE A MINIMUM OF 6' BEYOND BANKFULL CADD PLOT: SCALE: N/A DRAWING NO.
CONSTRUCTION MANAGER. FOR REACH 1, AND 4' BEYOND BANKFULL FOR REACHES 2 & 3 DRAWN BY:
3.6 VOID PLOT:4. NAIL FILTER FABRIC ON TOP OF FOOTER LOG USING 3" 10D 8. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THEDnrE:
STRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDER RELEASED TO
GALVANIZED COMMON NAIL ON 2' SPACING ALONG THE LOG. CONSTRUCTION I REVIEWED BY:
GAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE N.E.J. OF xxowcs.

TYPICAL MATTING DETAIL
SCALE: NTS C, Progress Energy.
COIR FIBER MATTING
BACKFILL
2' Progress Energy Carolinas, Inc. Raleigh, NC
i
3 i
O
I �
BANKFULL I
\ Stantec Consulting Services Inc.
60I Jones R6,Sufis J00
,1, Raleigh OSA
606 27
TeL
919. U.S9.851.6866
[Ed /r'/�� I
F= 919.851,7024
COIR FIBER MATTING m,
FROM TOE OF CHANNEL PROPOSED BANKFULL Stantec
� TO 2 FT. BEYOND BANKFULL
I
PROPOSE Copyright Reserved
CHANNEL TOE The co�uo<mr enu,ly me a oepeMw a far a am«rwm oo
ROT cede 11M 8�01d.1y1p—Oly soars a ambebm ma bs IpWw b
CeDYri9llb 10 d dplyM WIU A'O.YIQe b11M pp��01
SIOM•e.R�godu ibn p W for any pryer Mev NNarai tlpl
aMPRetl 6Y StaRae b lorDWEen.
j 2 LONG 1" x 2' WOOD STAKES
w/ 2" GALVANIZED ROOFING NAIL
AT THE TOP TO HOLD MATTING
SECTION A- A
PROPOSED
CHANNEL TOE
q
I
PROPOSED BANKFULL
NOTE:
1. COIR FIBER MATTING SHALL BE PLACED ALONG THE
OUTSIDE OF ALL BENDS AND ALONG BOTH SIDES OF
i
THE CHANNELIN TANGENT AREAS.
REVISIONS
NO. DATE BY DESCRIPTION
COIR FIBER MATTING
FROM TOE OF CHANNEL
TO 2 FT. BEYOND BANKFULL
COIR FIBER MATTING COIR MATTING 1 FT CERTIFICATION AND SEAL
6" MIN. 2' TYP)
BEYOND TOE OF CHANNEL
(
VERTICAL
OVERLAPSEAL %
• I III__-__ __ _ _- I I-f l 1-
2' LONG 1" x 2" WOOD STAKES III-1 I I—III I I-IIIIII (a
GA ROOFING IL
•: / : T/
I
6" MIN. 2' (TYP) 0�it��:
HORIZONTAL 5' (TYP) ��i� •.,.••. ••,
OVERLAP CROSS SECTION '��L/fAN S.
3.5' (TYP)
PROJECT NAME
I
■ ■ ■ ■ ■ ■ - - - BUCKHORN PHASE
RALEIGH,NORTH CAROLINA
--- DRAWING TITLE
NOTES: MATTING
1. USE WOOD STAKES (NOT METAL) FOR MATTING CADD PLOT: SCALE: N/A DRAWING NO.
INSTALLED IN PUMP AROUNDS OR IN THE WET. I _
MATTING STAKING VIEW DRAW.M.M
2. USE OF METAL STAPLES IS ACCEPTABLE WHEN voIDPLor: I G.M.M.
CONSTRUCTING IN THE DRY AND VEGETATION IS _ !D
ESTABLISHED PRIOR TO DIVERTING WATER. j RELEASED TO ATE. 3.71
CONSTRUCTION I REVIEWED BY:
N.E.J. of xxowcs. i
u\171300318\p,,Je\design\stream\Design\dwg\Plan Se d vg,3.7 DETAILS,5113120D9 3:38:55 PM .-------.-- ---- ------- _._.._..._I_._. —_._I

i
SHEET 4.3
C, Progress Energy
Progress Energy Carolinas, Inc. Raleigh, NC
Stant
801 Jo c Consulting Services Inc.
801 Jones Fmnk&1 Rd.,Sub 300
Raleigh Na U.
27606
TeL :[phone]
Fox 979.851.7024
•n.atonleecpn
Stantec
Copyright Reserved
The caMroator.n.e raxy V b.lw..eb ror 10 e-6—no
NOT scab tla trtlsa�ig—any aaon a ani.kn WW b.nporlad io
Copplyib to aR chips and Era.inge an tlr orowAr o1
�roA�e aaY DsVae•o1Mr lbon tliA
auMpizea Dy Stan�bc b faWdOai.
'sY
SHEET 4.2
y
sr
_ f
pM0 SY 4+00
l
REVISIONS
NO. DATE BY DESCRIPTION
CERTIFICATION AND SEAL
• L ••
PROJECT NAME
BUCKHORN PHASE I
RALEIGH,NORTH CAROLINA
t----
i DRAWING TITLE
MASTER PLAN SHEET
1 CADD PLOT: SCALE: DRAWING NO.
150 0 150 300 j DRAWN BY: s
vo1D PLOT: G.M.M.
I .._.... . ..__ DATE:
1
RELEASED TO
CONSTRUCTION REVIEWED BY:
N.E.J. OF XXDWGS.
U:\i713003lft,olea\desi9n\stream\Design\dwg\Pbn S�LA'N,4.1 KM SHEET,5/13/2009 3:39:01 PM

1
STRUCTURE LOCATIONS REACH 1
REACH 1 CURVE DATA MATCH /NE
SEE SHEET 4.3 i
STRUCTURE STA.INV. INV.ELEV. BKF.ELEV. R3 &41 Progress Energy
PC STA. CURVE# PT STA. RADIUS POOL BKF.ELEV,
ROCK CROSS VANE 0+00 141.34 145.28 i
2+10 R-1 2+81 120' RIGHT 143.70 LOG STEP POOL 2+10 139.96 143.70 Progress Energy Carolinas, Inc. Raleigh, NC
3+50 R 2 5+33 120' LEFT 143.0 L.VANE W/ROCK J-HOOK 3+50 1 139.26 1 143.00
L.VANE W/ROCK J-HOOK 6+03 1 137.91 1 141.65
REACH 3 CURVE DATA
R4
t REACH 3
PC STA. CURVE# PT STA. RADIUS POOL BKF.ELEV. EXISTING,CHANNEL z eotDtec lolm FB3.Idm RaConsultingSee300
TO BE FILLED Raleigh BD U.SA
1+19 R-3 1+34 60' RIGHT 149.51 27W6
TOE OF FLOOD TeL 919.851.see6
1+44 R-4 1+71 48' LEFT 147.80, 146.94 IMPERVIOUS STREAM PLAIN 'FOmI 85111.7024
1+83 R-5 2+19 48' RIGHT 145.09 144.03 CHANNEL PLUG $tdllteC
2+28 R-6 1 2+64 48' 1 LEFT 142.88 141.81 -
NOTE:MULTIPLE BANKFULL(BKF.)ELEVATIONS ALONG A POOL ARE - - - _ W ` C Copyright Reserved
ands»dh and b. ra,ae d m.nr.n..W
LOCATED AT STRUCTURES THAT HAVE A DROP IN INVERT ELEVATION. _ _ n.`"n»e -a .,n.a,amran.d.1 I„W.W to
dw Yi
;. .
r:
----...._ Rap.»an.,mm
12apradnllon ma..lnw a,.m.p.p.rb a
-;:✓-. GRADING LIMITS r ,;�- ..� ,'�- .:; � •: _: ;. � `�,,
n» dw
IMPERVIOUS STREAM .
-'` CHANN -L-PLUG
- s
;.F
R1 3x0
:. ..:::..:: R2-
0+00 4+00
1+00 t
2+00 i
S v
PROPOSED 00 v
CHANNEL
TOE OF FLOODPLAIN
- , W
BRUSH MATTRESS
REVISIONS
NO. DATE BY DESCRIPTION
J
START REACH 1 GRADING LIMITS
"-_• CERTIFICATION AND SEAL
649047.23 N
2006968.16 E
CARal
/0
Ilk�
SEAL -
NOTE: = 326U 13 �
BRUSH MATTRESS&LOG TOE WITH BRUSH LAYERING SHALL EXTEND FROM PC TO PT. .�, �S��
CONSTRUCT REACHES 2&3 UNDER ONSITE CONSTRUCTION MANAGERS'SUPERVISION. STRUCTURE LOCATIONS REACH 3 I % 0��••'• ��
AN E.
LEGEND
STRUCTURE STA.INV. INV.ELEV. BKF.ELEV. L( �
DOUBLE STEP ROCK CROSS VANE 1+19 148.71 150.17
LOG STEP POOL BRUSH MATTRESS PROJECT NAME
PROPOSED CHANNEL DOUBLE STEP ROCK CROSS VANE 1+44 146.34 147.HO BUCKHORN PHASE I
LOG SILL 1+59 145.67 146.94 RALEIGH,NORTH CAROLINA
LOG VANE W/ LOG TOE WITH DOUBLE STEP ROCK CROSS VANE 1+83 143.63 145.09 -- DRAWING TITLE
DOUBLE STEP ROCK ROCK J-HOOK BRUSH LAYERING LOG STEP POOL 2+03 142.13 144.03 PLAN SHEET
CROSS VANE DOUBLE STEP ROCK CROSS VANE 2+28 CADDPLOT: DRAWING NO.
141.42 142.88 SCALE:
LOG SILL IMPERVIOUS STREAM LOG STEP POOL 2+49 140.75 141.81 ----ID---
DRAWN BY:
WETLANDS VOID PLOT: G.M.M.
CHANNEL PLUG ao 0 40 eo DATE: 4.2
RELEASED TO
CONSTRUCTION REVIEWED BY:
N.E.J. OF XXDWGS.
U:\I71300318\proje%design\stream\Design\dwg\Plan 5 td g,4.2 RAN RIEET,5/13/2009 3:39:06 W

i
REACH 3 CURVE DATA STRUCTURE LOCATIONS REACH 3 �
PC STA. CURVE# PT STA. RADIUS POOL BKF.ELEV. STRUCTURE STA.INV. INV.ELEV. BKF.ELEV. C, Progress Energy
0+11 R-1 0+66 48' RIGHT 155.17, 154.57 DOUBLE STEP ROCK CROSS VANE 0+00 155.59 157.05
0+76 R-2 1+08 48' LEFT 152.71, 151.65 LOG STEP POOL 0+11 153.71 155.17 Progress Energy Carolinas, Inc. Raleigh, NC
LOG SILL 0+42 153.31 154.57
DOUBLE STEP ROCK CROSS VANE 0+76 151.26 152.71 I
LOG STEP POOL 0+94 150.59 151.65
Stantec Consulting Services Inc.
801 Jones Fmnlft Rd.,Suite 300
:NC U.SA
27W6
TeL
919.851.6866
Fax. [phone]
rm-mAeecom
Stantec
Copyright Reserved
- m.aotraow wwe v.nq.4 a—ponw0l.to ell d—ions.DO
N(yraeoewM'o�n—or m Ww—shoe 6.I.W d to
Th.cogrp�b.aA.awpr ana aawrq�an tM�ogr�r ct
Sta1bo.RapmAeUm Is...to mry pupou Wh.r tlu chat
- auUaAxaa byStantec&forDiEOm.
START REACH 3
648947.82 N
2007459.75 E
f,
IMPERVIOUS STREAMS
CHANNELPLUG
TOE OF FLOODPLAIN
REVISIONS
NO. DATE BY DESCRIPTION
EXISTING CHANNEL PROPOSED
TO BE FILLED CHANNEL
l 1;
'�`•`� CERTIFICATION AND SEAL
R2 �—
C AR
�1gTCHl11�lE
SEE SIIEETg2 I ,�®�����$•�®�0�,����
J Ilk
{ . SEAL � •;
32611 Sri
':.• �� �%
NOTE: BRUSH MATTRESS&LOG TOE WITH BRUSH LAYERING SHALL EXTEND FROM PC TO PT ��� �•'••.��• ��;.••' ���
LEGEND ' �I�� �n
PROPOSED CHANNEL LOG STEP POOL BRUSH MATTRESS PROJECT NAME
� BUCKHORN PHASE I
RALEIGH.NORTH CAROLINA
LOG VANE W1 LOG TOE WITH DRAWING TITLE
DOUBLE STEP ROCK ROCK J-HOOK BRUSH LAYERING PLAN SHEET
CROSS VANE CADD PLOT: SCALE: DRAWING NO.
- LOG SILL IMPERVIOUS STREAM DRAWN BY:
WETLANDS CHANNEL PLUG ao 0 40 80 voIDPLOT: G.M.M.
DATE: 4.3
1 RELEASED TO
CONSTRUCTION REVIEWED BY:
U:wI30031e\P.aiemdeign\ eam\Deigatdw9\PlanScd-g,4.3 PLAN sHEEr,sns12M3:39noPN _ - N.E.J. OFXXDWGs.

REACH 1 CURVE DATA STRUCTURE LOCATIONS REACH 1
START REACH 2
PC STA. CURVE# PT STA. RADIUS POOL BKF.ELEV. STRUCTURE STA.INV. INV.ELEV. BKF.ELEV.
2007554.49 E
8+22 R-3 9+22 120' RIGHT 138.86 LOG STEP POOL 8+22 135.12 138.86 , Progress Energy
10+57 R-4 11+02 120' LEFT 136.20 LOG STEP POOL 10+57 132.46 136.20
FProgress Energy Carolinas, Inc. Raleigh, NC
REACH 2 CURVE DATA STRUCTURE LOCATIONS REACH 2
STRUCTURE STA.INV. INV.ELEV. BKF.ELEV. � Q
PC STA. CURVE# PT STA. RADIUS POOL BKF.ELEV. D.S.ROCK CROSS VANE 0+12 143.62 145.00 F
LOG STEP POOL 0+26 140.99 143.94 Stantec consulting Services Inc.
0+12 R-1 0+39 46' LEFT 145.00 143.94 801 Jones FMAM ft.wife 3W
0+44 R-2 0+73 46' RIGHT 143.77, 142.71 D.S.ROCK CROSS VANE 0+44 142.39 143.77 TOE OF FLOODPLAIN R7W6.1eigh NC usx
LOG STEP POOL 0+54 139.76 142.71 A
0+80 R-3 1+21 46' LEFT 142.15, 141.09, 140.89 R;2 Tel. 9t9•85'•7024/ Fax [phone]
D.S.ROCK CROSS VANE 0+80 140.77 142.15 / / � m
1+29, R-4 1+57 46' RIGHT 140.35, 139.29 a PROPOSED
1+62 R-5 1+78 46' LEFT 139.05, 138.19 LOG STEP POOL 0+93 138.73 141.09 CHANNEL StanteC
LOG SILL 1+11 138.72 140.89
D.S.ROCK CROSS VANE 1+29 138.96 140.35 / copy ghtlzeserved
TM C I.#a mw wry and I» w was ra of d berm m
LOG STEP POOL 1+46 136.73 139.29 �=�3d da•tio-aW ems.a ate. e
�r�:��f s
D.S.ROCK CROSS VANE 1+62 137.67 139.05 r/ �• b ro°i1�awt and amdnge
< aoeleAxed by I.fabNOe W' •oUr tlpn
LOG SILL 1+71 1 135.44 1 138.19 EXISTING POWER
R3 a' HOUSE TO BE
REMOVED
I
EXISTING CHANNEL
TO B� - E FILLED
_.
_ iMPER HIOUS STREAM 4
- ----
-- _
CHANNELPLUG
GRADING LIMITS R
�-
STONE WEIR
-- (SEE SHEET 6.3)
_ .
REVISIONS
}
`v
NO. DATE 8Y DESCRIPTION
+0�
w
� 00 R3 \,
w
: :. rn
90 UJI
z
CERTIFICATION AND SEAL
U
TOE OF FLOODPLAIN........... � PROPOSED CQR
-�_ -CHANNEL-. ��O®���••.....®�0
_.----- - = '•��
GRADING LIMITS SEAL
_ 32611
= g
NOTE: BRUSH MATTRESS&LOG TOE WITH BRUSH LAYERING SHALL EXTEND FROM PC TO PT ����•'••......••���
��uu►
LEGEND 1
_...J.-•-- PROJECT NAME
PROPOSED CHANNEL LOG STEP POOL BRUSH MATTRESS BUCKHORN PHASE I
EXISTING WALL RALEIGH,NORTH CAROLINA
TO BE REMOVED ---------
LOG VANE W/ LOG TOE WITH DRAWING TITLE
DOUBLE STEP ROCK ROCK J-HOOKQW- BRUSH LAYERING PLAN SHEET
CROSS VANE 0 I
CADD PLOT' SCALE: DRAWING NO.
-= DRAWN LOG SILL IMPERVIOUS STREAM VOID PLOT: ..MY
WETLANDS CHANNEL PLUG ao o ao 80 RELEASED TO •4
DATE:
CONSTRUCTION REVIEWED BY:
N.E.J. OF XXDWGS.
U:\171300338Wroje%design\stream\resign\dwg\Plan Se dng,4.4 PUW SHEET,5/13/2009 3:39:16 PM _-

REACH 1 CURVE DATA STRUCTURE LOCATIONS REACH 1
C, Progress Energy
PC STA. CURVE# PT STA. RADIUS POOL BKF.ELEV. STRUCTURE STA.INV. INV.ELEV. BKF.ELEV. Progress Energy Carolinas, Inc. Raleigh, NC
11+78 R-5 N/A 120' RIGHT 134.70 ROCK CROSS VANE 11+78 130.96 134.70
Stanlec Consulting Services Inc.
801 Jones Franklin R(L,Suite 300
Raleigh
Raleigh NC US.
276D6
TeL [phone]
I= 919.851.7024
v' EXISTING POWER Stantec
HOUSE TO BE
REMOVED Copyright Reserved
The Cantrador enoe�dry and a.ragwidN*for m d.-.; .DO
v A Dee wRh�l d��y�— wmn or ortiwbm dwl be]apatN te
St t. Al u to a@.ddVti aM n.Ur proprtb a
� ,,r rwe rar arty papaw otMr ro��" StoMw. ar
� ,- � , autlarlxd�' 'Stadw b farbNtlsi.
..
i
I,.
'
W
s 1
GRADING LIMITS
Q R5 11+
_ ,
"ROPOSED
1 CHANNEL- _
X�
� _
REVISIONS
\,
' i NO. DATE BY DESCRIPTION
-65
CERTIFICATION AND SEAL
3 ...,,
— ,,'4\\\I11111j,�,,
f
_ }
t _ �
_
TOE OF FLOODPLAINIlk
_
,
.. _ —
rSEAL
� r
G
NOTE: BRUSH MATTRESS&LOG TOE WITH BRUSH LAYERING SHALL EXTEND FROM PC TO PT �ii�4
AN S*
LEGENDPROJECT NAME
Gl,
PROPOSED CHANNEL
LOG STEP POOL BRUSH MATTRESS euCKHORN PHASE I
RALEIGH.NORTH CAROLINA
LOG VANE W/ LOG TOE WITH I DRAWING TITLE
DOUBLE STEP ROCK ROCK J-HOOK BRUSH LAYERING PLAN SHEET
CROSS VANE CADD PLOT: SCALE: DRAWING NO.
LOG SILL DRAWN BY:
IMPERVIOUS STREAM VOID G.M.M. 4.
WETLANDS CHANNEL PLUG 40 0 40 80 RELEASED TO
DATE:
CONSTRUCTION REVIEWED BY:
N.E.J. OF XXDWGS.
..._.. ............. — -- ---—.. — ------— —
U:\I71300318\project\des gn\s..\Deslgn\dwg\Plan Set,,4.5 PIAN SHEET,5113f2009 3:39:21 PM

PLANTING DETAILS
Progress Energy
Progress Energy Carolinas, Inc. Raleigh, NC
SEEDLING / LINER BAREROOT / PLUG PLANTING LIVE STAKE DETAIL
Stantee Consulting Services Inc.
691 Ftaaklia Rd.,Suite 30I8
Raleighigh N U.
27606
Tel. [phone]
Fax. [phone]
a....taatec. t
Stantec
Copyright
PLANTING METHOD
LIVE STAKE h.ii , ®d a `"® di �■ DD
�� .
wale me "9a.10V—aW ertora or mNwb.seal M m',.
WITH ASHOVEL .d a�°•I•��•�•
Smame.Repro■eHw ar uw for oW Wroaw om.r llan Vat
autlfml.ea.y RUM.Is hrtaam
SQUARE CUT
BUDS (FACING UPWARD)
LIVE CUTTING
(1/2"-1 DIAMETER)
2. Remove soil from hole 2-3 FT.
1. Dig hole with shovel with shovel. Hole shall
to appropriate depth not be made by compacting
and width for seedling. soil away from the hole.
ANGLE CUT 30'-45'
REVISIONS
NO. DATE BY DESCRIPTION
3. Remove shovel and 4. Fill hole with soil.
place seedling at Tamp sail to remove BANK STABILIZATION WITH LIVE STAKES
correct depth. air pockets.
Water Thoroughly.
CERTIFICATION AND SEAL
LIVE STAKES
PLANTING NOTES:
PLANTING BAG tA
XISTING/PROPOSED
During planting, seedlingsshall be kept in a moist GROUNDcanvas bag or similar
container to prevent the
root systems from drying. EXISTING / PROPOSED
STREAMBED
ROOT PRUNING NOTE: STAKING MAY BE REQUIRED THROUGH
All seedlings shall root MATTING, ROCK OR COMPACTED SOILS.
pruned, if necessaryy,, so that A STARTER HOLE MAY BE REQUIRED.
no roots extend more than
24inches (241N.) below the
root collar. PROJECT NAME
BUCKHORN PHASE I
NOTE:
RALEIGH,NORTH CAROLINA
1. LIVE STAKES SHALL BE EVENLY SPACED 3 FT. APART.
DRAWING TITLE
2. LIVE STAKES SHALL BE DRIVEN UNTIL APPROXIMATELY 3/4 OF PLANTING PLAN DETAILS
LIVE STAKE IS WITHIN GROUND.
3. IF STARTER HOLE IS NEEDED, MINIMIZE AIR POCKET. CADD PLOT: SCALE: N/A_ DRAWING No
4. UTILIZE ALL ON SITE TRANSPLANT MATERIALS MADE DRAWN BY:
AVAILABLE BY THE OWNER. ONCE SOURCE OF TRANSPLANT VOID PLOT: G.M.M.
MATERIAL HAS BEEN HARVESTED, THEN UTILIZE LIVE DATE:
STAKING. RELEASED TO 6111
CONSTRUCTION REVIEWED BY:
N.E.J. OF 25 DWGS.

rer Progress Energy::
9Y
gg Progress Energy Carolinas, Inc. Raleigh, NC
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ZONE SHADE COMMON NAME SCIENTIFIC NAME REMARKS
00 ELDERBERRY SANBUCUS CANADENSIS
LIVE STAXE '{ ,,."}.\ \ \
-ZONE 1 SILKY DOGWOOD CORNU5 AMOMUM
TAG ALDER ALNUS SERRULATA PLANTED ON 3 Ff.CENTERSSTREAMBANK \�
BUTTCNBUSH CEPNALANTHUS OCCIDENTALIS
RIVER BIRCH BETULA NIGRA BARE ROOT .�
SYCAMORE PLANTANUS OCCIDENTALIS
GREEN ASH FRAXINUS PENNSYLVANICA ROOT COLLAR DIAMETER=3/8-
AMERICAN ELM ULNUS AMERICANA l
-ZONE 2 HORNBEAM CARPINUS CAROLINANA PLANTED ON 8 FT.CENTERS
WILLOW OAK OUERCUS PHELLOS
FLODDPLAIN CHERRBARK OAR OUERCUS PAGODA f
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SWAMP CHESNUT OAK OUERCUS MICHAUXII r.- PROJECT NAME
/
BUCKHORN PHASE I
RALEIGH,NORTH CAROLINA
'I. FLOWERING DOGWOOD CORNUS RORIDA BARE ROOT
BITTERNUT HICKORY CARYA CORDIFORMIS DRAWING TITLE
TULIP POPLAR URIODENDRON TUUPIFERA ROOT COLLAR DIAMTER=318"
SHAGBARK HICKORY CARYA OVATA PLANTED ON 8 F.CENTERS •••� --- - N I,.
-ZONE 3 WILLOW OAK OUERCUS PHELLOS
PLANTING PLA
UPLAND BUFFER PAW-PAW ASIMINA TRILOBA `.� CADD PLOT: DRAWING NO.
'I. RED BUD CERCIS CANADENSIS SCALE:
DRAWN BY:
A
-CHOOSE THREE(3)SPECIES TO BE PLANTED. NO ONE SPCECIES MAY MAKE UP MORE THAN 40X \ VOID PLOT C.W.G. ----100 0 100 200 DATE:
CHOOSE SIX(6)SPECIES FROM EACH ZONE TO BE PLANTED. NO ONE SPECIES MAY MAKE UP MORE THAN 25X 6.2
RELEASED TO
CONSTRUCTION REVIEWED BY:
N.E.J. of 25 DWGS.

START OF PROPOSED CHANNEL
w Progress Energy
EXISTING CHANNEL
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S3-TEMPORARY STREAM IMPACT—_--*'; TOE OF PROPOSED FLOODPLAIN
187 LF
EXISTING CHANNEL
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Sl-TEMPORARY STREAM IMPACT
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START OF PROPOSED CHANNEL TM°CapydJd
TOE OF PROPOSED FLOODPLAINftbm
152JEMPORARY STREAM IMPACT
\ 150"LF
W1-PERMANENT WETLAND IMPACT
1 0.01 ACRES
TART OF PROPOSED CHANNEL ~`
W3-PERMANENT WETLA D4MPACT
/, �i--TOE OF PROPOSED FLOODPLAIN
0.008 ACRES
.:" W2-PERMANENT WETLAND IMPACT
W4-PERMANENT WETLAND I PACT. /
0.005 ACRES ®.008 ACRES EXISTING MAINTENANCE BUILDING TO BE REMOVED
W5-PERMANENT WETLAND IMPACT
0.03 ACRES
REVISIONS
(STING WING WALL ND DATE BY DESCRIPTION
TO BE REMOVED �..,
--EXISTING POWER HOUSE TO BE REMOVED
W6-PERMANENT WETLAND IMPACT
0.04 ACRES
CERTIFICATION AND SEAL
TIE IN TO EXISTING CHANNEL
-PERMANENT WETLAND IMPACT
0.06 ACRES
NOTES:
ALL WELTAND IMPACTS ARE PERMANENT DRAWING TnLE
IMPACTS
STREAM IMPACTS ARE TEMPORARY CADD PLOT: SCALE: DRAWING NO.
IMPACTS TO PERENNIAL STREAMS
. DRAWN BY:
}41"'41{ }{ c""vs ...•.., ` VOID PLOT: Q.M.M.
WETLANDS NOT IMPACTED DATE:
- : 7.0
100 0 100 200
RELEASEDTO REVIEWED BY:
WETLANDS IMPACTED CONSTRUCTION
N.E.J.