20110797 Ver 1_Site Plan_20110826 (2)

Strickland, Bev
From: Russell, F. Virginia [[e-mail]]
Sent: Friday, August 26, 2011 9:00 AM
To: Strickland, Bev
Cc: Puffer, Sarah; Bryson, W. T. (Buzz)
Subject: RE: DWQ# 11-0797 - Cape Fear River underground Transmission
Ms. Strickland,
I have uploaded the TIF's for the Cape Fear River Underground Transmission Project to an FTP site. Please let me know if
you have any issues accessing the files. The FTP site info is below:
Click on the following link to go to Dewberry's FTP site.
ftp.dewberry.com
In Internet Explorer 8, go to 'Page,' in the tool bar, and then click 'Open FTP Site in Windows Explorer.'
If prompted, then enter the following credentials:
user - NCDENRXFER
pwd - 3STU37 (case sensitive)
If you are not prompted for credentials, then right click, and select 'Login As...' then enter the same credentials.
Please note: Files that are not accessed within 5 days will be automatically removed by the system. This site will expire
next year on this day. If the site is needed past this date, please send an email to the helpdesk asking for the expiration to
be extended for another year.
Thanks!
Virginia Russell, PE, LEED AP BD+C
Project Engineer
Dewberry
2301 Rexwoods Drive
Suite 200
Raleigh, NC 27607
919-424-3740 (Please note my new direct line)
919-881-9939
919-881-9923 fax
www.dewberry.com
From: Bryson, W. T. (Buzz) [mailto:buzz. bryson('Opgnmail.com]
Sent: Thursday, August 25, 20112:30 PM
To: 'Strickland, Bev'
Cc: Puffer, Sarah; Russell, F. Virginia
Subject: RE: DWQ# 11-0797 - Cape Fear River underground Transmission
Ms. Strickland,
Forwarding to our substation engineer and our consulting engineer, asking one of them to provide. I'll follow up and
make sure you've gotten everything.
Thanks very much!
Buzz
From: Strickland, Bev jmailto:[e-mail]1
Sent: Thursday, August 25, 2011 2:27 PM
To: Bryson, W. T. (Buzz)
Subject: DWQ# 11-0797 - Cape Fear River underground Transmission
Mr. Bryson,
Please provide a data CD or ftp site with a full size version of the signed plans in TIF Group 4 format (black and
white 300dpi, not grayscale or color) for the project listed above. If the plans are too large to store in TIF
format, they can be stored in PDF.
Beverly Strickland, Administrative Officer
Division of Water Quality - Program Development
N.C. Department of Environment and Natural Resources
Mail Service Center 1650, Raleigh, NC: 27699-1650
Phone# [phone]
Email Address: Bev. StricklandL;ncdenr.gov
Main Line # [phone]
Fax Line # [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.
Visit Dewberry's website at www.dewberry.com
This email transmission may contain confidential or privileged information. If you receive this email message in error,
notify the sender by email and delete the email without reading, copying or disclosing the email contents. The
unauthorized use or dissemination of any confidential or privileged information contained in this email is prohibited. If you
are not the intended recipient and intentionally intercept or forward this message to someone else, you may be subject to
criminal and/or civil penalties. See 18 U.S.C. 2511 et seq.
¦
1
Pro ress E t~ g ¦
Progress Energy Carolinas, Inc. Raleigh, NC
BARNARD CREEK 23OKV TRANSITIO TION STATION
NEW HANOVER COUNTY, NORTH CA NEW HANOVER COUNTY ZONING DISTRI CAROLINA
STRICT - I-2
4311 RIVER ROAD, WILMINGTON, NORTH N 34.1537 W 77.9397 -H CAROLINA
~7
,o

DRAWING LIST
COVER SHEET RDC-57701SHT 1 OF 13
EXISTING CONDITIONS RDC-57701 SHT 2 OF 13
OVERALL SITE LAYOUT RDC-57701SHT 3 ~F 13
CLEARING PLAN RDC-57701 SHT 4 OF 13
SITE PLAN RDC-57701 SHT 5 OF 13

EROSION CONTROL PLAN RDC-57701SHT 6 OF 13
GRADING AND DRNNAGE PLAN RDC-57701SHT 7 OF 13
DETNLS SH 10F 6 RDC-57701 SHT 8 OF 13
~a~~ 421 DETNLS SH 2 OF 6 RDC-57701SHT 9 OF 13
DETNLS SH 3 OF 6 RDC-57701 SHT 10 OF 13
132 '32 DETNLS SH 4 OF 6 RDC-57701 SHT 11 OF 13
DETNLS SH 5 OF 6 RDC-57701 SHT 12 OF 13
m ~ 1~ ~ SITE DETNLS SH 6 OF 6 RDC-57701SHT 13 OF 13
F~~ /,o 421 '0 CAROL/NA BEACH
VICINITY MAP

~ 71 ____L
•wy~
Llpewuerry
Dewberry & Davis, Inc.
2301 REXWOODS DRIVE ~G N NEE .
SUITE 200 RALEIGH, NC 27612 I A ",P,
PHONE: [phone]
FAX: [phone] NCBELS # F-0679
RDC-57701 SHT 1 OF 13

C.I. FRAME & GRATE FOR J
36"x36" DROP INLET Q U
SIMILAR TO US FOUNDRY FINISHED a
USF-4156 FRAME &USF-6241 GRADE 6" 3' - 0" 6" 24'-0"
GRATE OR APPROVED EQUAL, w ACCESS DRIVE Z
H.D. CASTING „ 0 12 - 0 6" COMPACTED ABC STONE ~
'~.i w
GEOTEXTILE FABRIC m
PRECAST CONCRETE CONCRETE 2 2'-0" 10'-0" 10'-0" 2'-0" Q
o SEEDED SLOPES SHC ~ WAFFLE B X (TYPICAL) GRATE 0 w COLLAR SHOULDE ROADBED ROADBED SHOULDER m
M J 114 INCH PER FOOT (2%) SIDE a SLOPE (TYPICAL)
SEEDED SLOPES
a (TYPICAL)
PIPE -
i i= PIPE 3 ji
NOTE: j, j i~ ~ I -I - I -I I= I -I - -I I-III-III=III= I I- I - I -I I= I -I I- I -I I=I I=III=III=I I ~ ~ ~ 3 111,11 ~III\I
FOR STRUCTURES OVER 4' DEEP f0 ~ i ~ 1 ~Y i i ~ II\II 1 ~ ~ ~
i~ i PROVIDE STEPS CAST IN WALL OF j, j
RISER STRUCTURE ~i j ~ , j j COMPACTED SOIL \ I\III~\ ~ ~~II\/~I III\
i i TYPICAL CATCH BASIN TYPICAL ACCESS DRIVE SECTION FOR FILL AREA \III
NTS
NTS
J Q
U a
CI RING & COVER, SIMILAR TO US
FOUNDARY, USF-669 OR EQUAL, FINISHED GRADE 24'-0" w
H.D. CASTING ~ ACCESS DRIVE 0
12' - 0 " 6" COMPACTED ABC STONE ~
COMPACTED SOIL , EOTEXTILE FABRIC Q SEEDED SLOPES
2 2 -0 10- - 0 10 - 0 2 -0 (TYPICAL)
SEEDED SLOPE VARIES SHO SHOULDE ROADBED ROADBED SHOULDER
(TYPICAL) DITCH 114 INCH PER FOOT (2%) SI E CtDITCH
SLOPE (TYPICAL)
FLAT TOP FINAL UNDISTURBED SOIL 3
GRADE RING, AS REQ'D BACKFILL
MAXIMUM OF 2 1 - ~ - - - 1 1 ~ G~ ~
~ W ~ ~
\ / , j STEP, TYP. ~ ~~-I I ICI I=I I=III-III-III=III= I = I =I I= I = I= ~ I- I I-III-III=~ I I- I - - I -I I~~/ ~
\ ~ j ~ j ~ \ / j / ~~11~1 /I~III\ \ \ ~111~~~11~~~ /II\II ~/111~1\~~
0 \ ~ j / ~ \ / ~
:;y•,•, N n COMPACTED SOIL
0-RING TYP. INITIAL ~ ' TYPICAL ACCESS DRIVE SECTION FOR CUT AREA
BACKFILL NTS NOTES:
PRECAST STORM MANHOLE ~ ry
DESIGNED FOR H-20 LOAD ,~i;+~y; 1. ALL CUT & FILL SLOPES SHALL BE GRADED TO A 3:1
48" NOMINAL t' =f''' HORIZONTAL TO VERTICAL SLOPE OR FLATTER UNLESS
OTHERWISE NOTED ON THE GRADING PLAN.
/MINIMUM SIDE TYPICAL ACCESS DRIVE SECTION
X #67 STONE 6" O.D. OF PIPE 6" CLEARANCE 2. ALL SLOPES AND DITCHES SHALL BE SEEDED & MULCHED
Q ~ WHEN ROCK IS 12" O.D. OF PIPE 12" MAXIMUM SIDE NTS UNLESS OTHERWISE NOTED ON THE GRADING PLAN.
CLEARANCE ~ ~ ENCOUNTERED
NOTES:
1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE
INSIDE FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3, ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6"LIFTS IN TRAFFIC AREAS,12" IN NON-TRAFFIC AREAS.
5. ACHIEVE 80% COMPACTION INNON-TRAFFIC AREAS AND 95% IN TRAFFIC AREAS.
6. NO BOULDERS 8" IN DIAMETER OR GREATER ALLOWED.
TRENCH BOTTOM DIMENSIONS & BACKFILLING REQUIREMENTS FOR RCP & DIP
~ NTS
IV
',~~pwmu~~I,
TYPICAL PRECAST STORM MANHOLE '•'~~O~~~N~ S S ~ 0
NTS °
. . . .
• ~ N~ EEtt ~•Sc~, •
.,~G/NIA
Pro ress Ener ~i 9 gY
Progress Energy Carolinas, Inc. Raleigh, NC

OtAt 0~'~t~ s~ 6 ~8/17/2D11 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB BARNARD CREEK 23~KU TRANSITION STATION
~?,i,~ i/ V r r i1/ V i i
• 5 Dewberry & Davis, Inc. 5 0711212011 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB DETAILS SH 3 OF 6
2301 REXWOODS DRIVE 4 4 05/10/2011 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB
SUITE 200 3 02/18/2011 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB LOCATION NEW HANOVER COUNTY, NORTH CAROLINA
RALEIGH, NC 27612 3 PHONE: [phone]
FAX: [phone] 0210312011 95% SUBMITTAL FVR SFP TFB SCALE AS SHOWN SCALE RATIO 1:1
NCBELS # F-0679 ENO. 1 1213012010 507. SUBMITTAL FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB
NO. DATE REVISION BY CK, APP, DATE OBi17i11 DWG. NO. RDC-57701 SHT 10 OF 13

CLASS B RIP RAP FOREBAY
OUTLET PIPE FROM
LEVEL SPREADER LIP, DRY POND
AT ELEV.10.5'
® v,
n ;
•
0 ~bo
.
4' WIDE GRASS LINED CHANNEL, •
pa, CENTER ELEV. AT 10.0'
50' X 25' ENGINEERED FILTER STRIP.
PROVIDE 6" TOPSOIL WITH MINIMUM 2%
ORGANIC CONTENT. SOD WITH COMMON LEVEL SPREADER LIP, CONCRETE RIBBON a~' WEIR PARALLEL TO CONTOUR LINES.
BERMUDA. LENGTH = 25'
#57 STONE ON FABRIC
~~0
A
_ STABILIZED UNDISTURBED AREA
GRASS LINED CHANNEL 6 INCHES DEEP 4' WIDE.
EXCELSIOR MATTING TO BE INSERTED AND
SECURED IN GRASS LINED CHANNEL.
DOWNSTREAM LIP MUST BE LEVEL
THE ENTIRE LENGTH OF SPREADER, CLASS B RIP RAP FOREBAY (4' WIDE X 6' LONG X 1 S" DEEP) ON TOP OF FILTER FABRIC
LIP ELEVATION 10.5'
END OF PIPE
CONCRETE RIBBON WEIR, FLOW
SEE DETAIL BELOW
3' i
i
3" LAYER OF #57 STONE r
FILTER FABRIC _ ~ ' R/PR9PFOREBAYSHALL CO!/ERF/LTER
~ FABR/CEDGESANOBESHAPEDTOPRO!//DE
ADEQUATEPROTECT/ONAROUNOTHEP/PE
UNDISTURBED GROUND OUTFACE, /NCLUD/NGTHETOPOFTHEP/PE.
36"
CONSTRUCTION SPECIFICATIONS:
6" 1. ENSURE THAT THE SPREADER IS LEVEL, FOR UNIFORM SPREADING OF STORM RUNOFF.
314" CHAMFER (TYP.)
2. CONSTRUCT THE LEVEL SPREADER LIP ON UNDISTURBED SOIL TO UNIFORM HEIGHT AND ZERO GRADE OVER THE
LENGTH OF THE SPREADER.
#4 DOWEL WITH STANDARD
90 DEGREE HOOK AT 12" OC 3. CONSTRUCT A SMOOTH TRANSITION FROM THE PIPE OUTFACE TO THE LEVEL SPREADER.
~ (2) # 4 BARS CONT. 4. DISPERSE RUNOFF FROM THE SPREADER ACROSS A PROPERLY STABILIZED SLOPE. MAKE SURE THE SLOPE IS
SUFFICIENTLY SMOOTHED TO KEEP THE FLOW FROM CONCENTRATING.
5. AFTER ITS CONSTRUCTION, APPROPRIATELY SEED AND MULCH THE ENTIRE DISTURBED AREA.
(2) #4 BARS CONT.
6. THE LEVEL SPREADER DESIGN AND CONSTRUCTION SHALL BE BASED ON CURRENT NCDENR DIVISION OF WATER
QUALITY DESIGN STANDARDS.
0
~ - - #4 BARS AT 36" OC
MAINTENANCE:
1'-6"
NOTE: USE 3000 PSI 1. INSPECT THE LEVEL SPREADER AFTER EVERY SEVEN DAYS AND 1!2 INCH OF RAINFALL UNTIL VEGETATION IS ESTABLISHED AND
CONCRETE RIBBON WEIR PROPERLY MAKE ANY NEEDED REPAIRS. AFTER THE AREA HAS BEEN STABILIZED, MAKE PERIODIC INSPECTIONS AND KEEP
VEGETATION IN A HEALTHY, VIGOROUS CONDITION.
2. MAINTAIN THE ENGINEERED FILTER STRIP WITH REGULAR MOWING AND RESODDING IF NECESSARY. MAINTAIN A DENSE,
VIGOROUS STAND OF TURF. RECOMMENDED GRASSES INCLUDE COMMON BERMUDA.
'/'////111 ,I
~
i'=O~ Q~ ~ ~••i • • • g Le
r
G~. N NEE~.•'
Pro ress Ener ~i 9 gY
Progress Energy Carolinas, Inc. Raleigh, NC

OtAt 0~'~t~ s~ 6 ~8/17/2D11 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB BARNARD CREEK 23(JKU TRANSITION STATION
~?,i,~ i/ V r r i1/ V i i
• 5 Dewberry & Davis, Inc. 5 0711212011 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB DETAILS SH 4 OF 6
2301 REXWOODS DRIVE 4 4 05/10/2011 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB
SUITE 200 3 02/18/2011 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB LOCATION NEW HANOVER COUNTY, NORTH CAROLINA
RALEIGH, NC 27612 3 PHONE: [phone]
FAX: [phone] 0210312011 95% SUBMITTAL FVR SFP TFB SCALE AS SHOWN SCALE RATIO 1:1
NCBELS # F-0679 ENO. 1 1213012010 507. SUBMITTAL FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB
NO. DATE REVISION BY CK, APP, DATE OBi17i11 DWG. NO. RDC-57701 SHT 11 OF 13

TOP =14.5'
16 16 10" DIA. CORED HOLE,
INV. =12.8'
4" PVC, CAP 4" PVC WITH
WATER TIGHT SEAL AND DRILL
A 2"DIAMETER ORIFICE IN THE 4' X 4'
15 15 CAP, DRILL HOLE SO NEW r1 CONCRETE
OUTLET STRUCTURE, SEE INVERT MATCHES INVERT OF 4° BOX
ELEV,14.25' DETAIL THIS SHEET PVC AS CLOSELY AS POSSIBLY
TOf TOP OF POND ELEV.14.25'
14 , INV. =11.0' 12" DIP TO 14 BOTTOM OF POND 6" GATE VALVE LEVEL
100 YR MAX WATER SURFACE ELEV. 13.75 _ .
25 YR MAX WATER SURFACE ELEV. 13.47' _ _ .1 APPROX. 3" (BEYOND) SPREADER 3 INV. =11.0'
MERG MERGENCY WEIR ELEV.13.50' POUR 4"THICK
10 YR MAX WATER SURFACE ELEV. 13.09' CONCRETE SUMP, 3'
13 3:1 LONG X 1' WIDE EXTENDED BASE, TYP.
12" DIP TO 13
LEVEL N TE : J
SPREADER 6"DIP BOTTOM 9.0'
EMERGENCY 1 YR MAX WATER SURFACE ELEV. 12.08' 1. PROVIDE MANHOLE STEPS AT HATCH OPENING
12 DRAIN -
BEYOND 12 CONCRETE FILL (BALLAST) 2. PROVIDE FLANGED CAST IRON GATE VALVE SECTION
WITH SQUARE NUT OPERATOR ON EMERGENCY
~r~ DRAIN. PROVIDE OPERATOR EXTENSION TO
WITHIN 18" OF THE TOP OF STRUCTURE, 2' X 2' ALUMINUM HATCH BILCO MODEL
, ~ BOTTOM ELEV. 11.0 11 TOEOF'~ TOE OF SLOPE SECURED TO THE WALL. SUPPLY EXTENDED J-AL OR EQUAL, Wl PADLOCK HASP
4" PVC NORMAL DRAIN INV. ELEV. 11 REACH EXTENSION AND HAND WHEEL OF
11.0' CAP 4" PVC AND DRILL 2" ADEQUATE LENGTH TO OPERATE VALVE FROM 6" GATE VALVE (NORMALLY
DIAMETER ORIFICE IN CAP TOP OF STRUCTURE. VALVE SHALL BE KEPT CLOSED)
CLOSED.
10 I ~ - 6" DIP
MIN, 2' SEPARATION FROM SEASONAL 10 EMERGENCY DRAIN
HIGH WATER, SEE TABLE ON SHEET 8
PERMANENT BAFFLE, SEE
DETAIL THIS SHEET 3'
9 I ~ -
g 4"THICK CONCRETE I J, 12" DIP TO
156' SUMP, 3' LONG X 1' WIDE LEVEL SPREADER
4" PVC
NORMAL DRAIN
8 8
10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 11+90 12+00 12+10 ~1~
DRY POND SECTION
NOTE: NTS
PLAN VIEW
PERMANENT BAFFLE SHALL BE
3/16" FIBERGLASS PLATES. 30' TOP OF POND ELEV. 14.25_ . DRY POND OUTLET STRUCTURE DETAIL
2" GALVANIZED POST, SPACED 4' O.C. AND 0.~5'
AT ENDS, BOLT BAFFLE ONTO POST WITH NTS
GALVANIZED HARDWARE, PROVIDE A WATER , DRILL 2" ORIFICE IN BAFFLE, PERMANENT BAFFLE, EMBED BAFFLE 1 MINIMUM
TIGHT CONNECTION INVERT ELEVATION AT 11.0' INTO BANKS ON BOTH SIDES ON ALONG BOTTOM
OF POND, TOP OF BAFFLE ELEV =12.8' TOP OF POND ELEV. 14.25' LINE WITH EXCELSIOR
A MATTING, CREST ELEV.13.5'
EMERGENCY SPILLWAY
I II II II II II II II II II II I
II --A-------------------~--------------------~4~.--------------------1~------~ -------I~------------~-------~1---------------~-----IL--------~------------af- / II
3:1 I II II II II II II II II II II I 3:1
II II II II II II II II II II II II
II II II II II II A II II II II II II CONSTRUCTION SPECIFICATIONS
II 1136" MIN. II II II II II II II II II II
II II II II II II II II II II II II 2" x 2" G 1. FILL MATERIAL SHOULD BE CLEAN MINERAL SOIL, FREE OF ROOTS, WOODY VEGETATION, ROCKS, AND OTHER OBJECTIONABLE 2" x 2" GALVANIZED MATERIAL. PLACE FILL MATERIAL ACCORDING TO CONSTRUCTION SPECIFICATIONS.
U U U U U U U U U ANGLE ANGLE (POST TO
POST) 2. SECURELY ATTACH THE RISER TO THE BARREL OR BARREL STUB TO MAKE A WATERTIGHT STRUCTURAL CONNECTION.
4' O.C. POST) BOTTOM OF BAFFLE, ELEV. 10.0' BOTTOM OF POND SECURE ALL CONNECTIONS BETWEEN BARREL SECTIONS BY APPROVED WATERTIGHT ASSEMBLIES. PLACE THE RISER IN
CONCRETEANTIFLOTATION BLOCK.
2" OR 2"ORIFICE
BAFFLE SECTION 6. ONCE THE SITE IS STABILIZED AND ALL TEMPORARY MEASURES HAVE BEEN REMOVED, REMOVE ALL SEDIMENT DEPOSITED
FLON FLOW DURING CONSTRUCTION, REPAIR EROSION, AND RESTORE THE VEGETATED SHELF. RESTORE RISER TO FINAL DRY POND
12" x 12" x 4"DEEP CONCRETE DESIGN. INSTALL PERMANENT BAFFLE AS SHOWN. PLACE 4" CAPON THE 4" PVC AND CREATE A WATER TIGHT SEAL. DRILL A 2"
PERMANENT BAFFLE DETAIL BLOCK, ON BOTH SIDES OF THE DIAMETER ORIFICE IN THE CAP.
BAFFLE 7. STABILIZE THE DRY DETENTION POND WITHIN 14 DAYS AFTER THE END OF CONSTRUCTION. PERMANENT VEGETATION FOR THE
NTS
2" c 2" GALVANIZED POST DRY DETENTION POND SHALL BE PER THE SEEDING SCHEDULE PROVIDED ON SHEET 9. THE LEVEL SPREADER AND FILTER
STRIP SHALL BE INSTALLED PER THE PLANS.
SECTION A-A =CTION A-A
NEW HANOVER COUNTY STORMWATER CERTIFICATIONS:
DESIGNER'S PLAN CERTIFICATION PROPERTY OWNER CERTIFICATION:
•••••~u~mu,,~h
"I hereby certify that this plan has been prepared in accordance with "I (we) hereby certify that I (we) am (are) the current owner of the ',.•o~QOE ~.~i
. ~ 9 . . . S
the latest New Hanover County Ordinances and Storm Water Design property and that upon receipt of "Authorization-To-Construct" any . . . . . Q.
Manual." clearing, grading, construction or development, will be performed in ® ~ 1~
accordance with this plan and that the applicable ordinances and rules
. N1 R
Signature: of New Hanover County, the State of North Carolina and the Federal
Government and its agencies which are hereby made part of this plan.
Printed Name and Title: F. VIRGINIA RUSSELL, PE As the owner, I (we) accept full responsibility for the construction and
operation and maintenance of the proposed facilities. I (We) will not Pro ress Ener ~i 9 gY
Date: attempt to transfer of this responsibility without the written authorization
Progress Energy Carolinas, Inc. Raleigh, NC
of New Hanover County."
r;~: Re istration Number: 036210 • g
OtAt 0~'~t~ s~ 6 ~8/17/2D11 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB BARNARD CREEK 23~KU TRANSITION STATION
ti?;i;!' i/ V WW MW V i i Signature:
• 5 Dewberry & Davis, Inc. 5 0711212011 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB DETAILS SH 5 OF 6
2301 REXWOODS DRIVE 4 4 05/10/2011 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB
SUITE 200 Printed Name and Title: 3 02/18/2011 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB LOCATION NEW HANOVER COUNTY, NORTH CAROLINA
RALEIGH, NC 27612 3 PHONE: [phone]
FAX: [phone] 0210312011 95% SUBMITTAL FVR SFP TFB SCALE AS SHOWN SCALE RATIO 1:1
NCBELS # F-0679 Date: 1 1 1213012010 507. SUBMITTAL FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB
NO. NO. DATE REVISION BY CK, APP, DATE OBi17i11 owo. No. RDC-57701 SHT 12 OF 13

\

O
8 9 27 II~'~ I
o ~ •
8 ~ 0 I m', ,
1II I ;
c 1 1 ! ,
o~ ~ ) 9 11 ,C- 1 a ~ ,C_~ 12 r I
~ 10 ~ 13 12
- - I•- O -
~ s
0
FE -5
o
DP-B . FE - DP-A REAK ELEV. 1 . 5 -B ~ P_3 ,,~14
P- ,
- ' - - - - - -
2 AB
0+00 +00 + ~ 3+00 3+00 ~ +00 4+26
I ~ ,
I / ~ 16
~'9 ~
-o.,
- - ~ -
I ~
.
1
~ vR m POT'...
t~ ~ 1 - ~ / n~ v~ Sta 18+®5.08' . .
~ FE -2 'yo j.
~ ~ ATE •sr..
. ~ ~ , PERMANENT DIVER I N PERMANENT D NENT DIVERSION ~ ~
~ ~.a 6°~ 6 ~ 6° S
. I ~ HANNEL2 E~ HEET HANNEL E 1 L 1 1 . EL 3 SEE SHEET 8 ~ ~ S n° ~ ' I / R1p m
r
. S ~ F R D~..TAIL ~ F R DETAIL , :TAIL ~ / . ~ ~ Rip e z
'~0 ~ ~ 1101 m
e cn
~ ~ r~ L_, Sp
.I ~ qlN < T o -n
f~, ~ ~S a a c
N 0~ ~ ` I X 14.E M N ~ ~ ~ ~ ~~~r ~ k p p~
V v W + , 00 ~ ~ ; 1 1 1 rn ~
J• I + ~I. . + F~ : ; , ~ °
~j (.r,.) LJ] ~ ~ •£1, ~ w q ~S ~ ~ o o ~p~
o ~ o ~ R~ F~ q o ~7 ~ ~
lJ
NOTE: LOW POINT STA. = 2+31.00 HORIZONTAL GRAPHIC SCALE
20 0 10 20 40 80
PVI STA. = 0+66.00 LOW POINT ELEV. =12.75 PVI STA. = 3+96.00
1. PROFILE SHOWN IS FOR CENTERLINE OF PVI ELEV. =15.00 PVI STA. = 2+31.00 PVI ELEV. =15.00
NEW STONE ACCESS DRIVE. SEE SHEET PVI ELEV. =12.50' o o A.D. =1.52 0 °0 0 IN FEET o A.D. =1.52 0
10 FOR ACCESS DRIVE DETAIL. ° o ~ od o A.D. - 3.03 ~ o ~o K=66.00 acv oo - ~o ~ K = 39.60 ~ 0 1 inch = 20 ft. ~ o
o~ 100'VC K=21.78 N~ M ~ 60' VC
vi u.i ui ui ~ ui 66' VC ~ ui
UU UU ~ ~ mm ww mm w w UU U U VERTICAL GRAPHIC SCALE mm ww 18 2 0 1 2 4 8
18
17 17 (IN FEET )
1 inch=2ft.
16 16 EXISTING GRADE AT CENTERLINE OF EXISTING
, . DIRT ROAD UNKNOWN BASED ON LIMITED SURVEY
1 - 15 INFORMATION. CONTRACTOR SHALL PROVIDE A SMOOTH TRANSITION FROM TOP OF STONE OF
14 ' ' .151% NEW ABC STONE ACCESS DRIVE AND TOP OF • / 14 EXISTING DIRT ROAD
-1. o 51/
TOP OF STONE • • •
SMOOTH TRANSITION TO 13 / 13
PUMPING STATION PAD, SEE FINISH GRADE EXISTING GRADE
SHEET 8 FOR GRADING PLAN TOP OF STONE
12 - / 12
FINISH GRADE / /
11 18" CLASS V RCP (P-2), - 11
SEE SHEET 6FOR STORM
DRAINAGE SCHEDULE /
10 ~ ~ 10

~ ~ ~ 30" CLAB 9 i ~ SEE SHE 30" CLASS V RCP (P3), 9
i ~ SEE SHEET 6 FOR
STORM [ STORM DRAINAGE •o`~~~N~C 11t//~~~~••
8 / ~ SCHEDU SCHEDULE 8 0••0~~~'E S S ~
~
7 - - - - - - - - - - - - - - - - - - - - - - - ~ = ~ SE ~ = t. . . . 7 1~
D ~~r•` • ~ ~ EEC . 5~ •
6
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+00 3+50 4+00 4+26 ~q~~N I A
ABC STONE ACCESS DRIVE PROFILE
Pro ress Ener ~i 9 gY
Progress Energy Carolinas, Inc. Raleigh, NC

OtAt 0~'~t~ s~ 6 ~8/17/2D11 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB BARNARD CREEK 23~KU TRANSITION STATION
~?,i,~ i/ V r r i1/ V i i
• 5 Dewberry & Davis, Inc. 5 0711212011 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB DETAILS SH 6 OF 6
2301 REXWOODS DRIVE 4 4 05/10/2011 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB
SUITE 200 3 02/18/2011 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB LOCATION NEW HANOVER COUNTY, NORTH CAROLINA
RALEIGH, NC 27612 3 PHONE: [phone]
FAX: [phone] 0210312011 95% SUBMITTAL FVR SFP TFB SCALE AS SHOWN SCALE RATIO 1:1
NCBELS # F-0679 ENO. 1 1213012010 507. SUBMITTAL FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB
NO, DATE REVISION BY CK, APP, DATE OBi17i11 DWG. NO. RDC-57701 SHT 13 OF 13

NOTES: EXISTING STRUCTURE DATA (EAST LINE} EXISTING STRUCTURE DATA (WEST L[NE) ~ v
,or • ' • ,
1. THIS SURVEY WAS PROVIDED TO DEWBERRY BY PROGRESS ENERGY CAROLINAS INC. SURVEY BY 128 (EAST)-WOOD POLE 120 (EAST)-CONCRETE POLE 128 (WEST)-CONCRETE POLE 117 (WEST)-CONCRETE POLE ' 128A NO DATA TYPE HFRAME NO DATA POLE ,
STEWART ENGINEERING. CpL LENGTH - 80FT _ x ~
FL-74 119 (EAST)-WOOD POLE WEIGHT 13500 116 (WEST)-WOOD POLE DFC NO DATA CLASS 321 NO DATA _ ~
2. STRUCTURAL LABELS PROVIDED ON CHART ARE FROM SURVEY PROVIDED. NOT ALL LABELS ARE SHOWN 3-80 FABR N0.125$-2-2 . M
ON SURVEY PROVIDED. CONTACT PROGRESS ENERGY CAROLINAS, INC. FOR QUESTIONS. 118 (EAST)-WOOD POLE DATE 12-21-88 115 (WEST}-WOOD POLE •1 i
127 (EAST)-CONCRETE POLE NO DATA CpL NO DATA THE 2 OUTSIDE POLES READ: ' '.*I 'r' j • 1l'. .Ai '
SURVEY NOTES PROVIDED BY STEWART ENGINEERING AREAS FOLLOWS: CPL 117 (EAST)-WOOD POLE 127 (WEST)-CONCRETE POLE 114 (WEST)-WOOD POLE ' a.
LGH-80 NO DATA THE 2 OUTSIDE POLES READ: NO DATA CLASS-485 CPL l , s'rl+~ f d... ,
1. THIS SURVEY IS INTENDED TO REPRESENT ATOPOGRAPHICAL SURVEY FOR THE PEC CAPE RIVER THE INSIDE MIDDLE POLE READS: 116 (EAST-WOOD POLE LGH-80 113 (WEST)-WOOD POLE • ' a'' • ~ ,•a. • ~ f
CROSSING ALSO KNOWN ASTHE EAST AND WEST CIRCUITS OF THE "BRUNSWICK-CASTLE HAYNE 230 CPL NO DATA CLASS-485 NO DATA ' LGH-70 THE INSIDE MIDDLE POLE READS: r h •
KV LINE (BRUNSWICK-BARNARDS CREEKSECTION)" CLASS-485 115 (EAST)-WOOD POLE CPL 112 (WEST}-WOOD POLE
NO DATA LGH-70 NO DATA 126 (EAST}-WOOD POLE CLASS-485 ' ~ ~
2. HORIZONTAL DATUM IS NAD~3(2007) AND VERTICAL DATUM IS NAVD88. STAMP UNCLEAR 114 (EAST)-WOOD POLE 111 (WEST) -WOOD POLE ~ .
NO DATA 126 (WEST)-WOOD POLE NO DATA I i .'~6 • ,
125-STEEL FRAME STAMP UNCLEAR 3. CONTROL FOR THIS PROJECT WAS ESTABLISHED BY VRS-GPS METHODS AND IS TIED TO NCGS GRID NO DAT A . , s . , ~
MONUMENT "HARDEES". 118 (WESTI-WOOD POLE
124-STEEL FRAME TOWER TYPE HFRAME NO DATA LENGTH 75 ,l
NCGS HARDEES WEIGTH 12000 16
123-STEEL FRAME TOWER CLASS 302 FT KIPS N 165,782.12 NO DATA FABR. NO 1258-1-2 ' ~ ~ i
MFG 12-25-88 E 2,336,080.49 i , . ,
122-STEEL FRAME CUSTOMER CPL ELEV. 40.35 NO DATA 75/1 . ' ~ i ~ •
....N. ' f , , 1 '~s J I ' ` P
4. EXISTING CONTROL BY MCKIM AND CREED WAS LOCATED AS SHOWN. 121 (EAST}-WOOD POLE , . , • .
NO DATA ~ _ J ~ ti ~
5. ALL DISTANCES ARE HORIZONTAL GROUND. ALL MEASUREMENTS AND COORDINATES ARE IN U.S. ~ ~ ' • . 4, •
SURVEY FEET. r ' ' • '1 , v \
~9 , ~ • .
6. PROPERTY CORNERS ARE SHOWN, HOWEVER, A FULL BOUNDARY CONFIRMATION IS NOT COMPLETE ~
AT THE TIME OF THIS SURVEY. ~ '"P • . i
~ . , ,
i ,
7. THIS MAP DOES NOT CONFORM TO GS 47-30 MAPPING STANDARDS. ~ r \ ~ ' J . ,
~ i ~l~• • • x ' ~ ,
8. UNDERGROUND UTILITIES WERE LOCATED USING SUBSURFACE UTILITY ENGINEERING TECHNIQUES. ~ ! \ I <
f \ ~ '
9. A PORTION OF THE SUBJECT AREA LIES WITHIN THE FLOOD HAZARD ZONE X AS DEFINED BY THE ' ~ r \ J ' . • ~
FIRM 72 124 K 72 114 K AND 72 1 4 EFFE TIVE DATE NE 2 2 #S 3 03 00 , 3 03 00 , 3 03 0 OOJ, C JU 006 ~
1 , i- ~ ' . I, , , , , ''e
10. WETLAND WERE DELINEATED BY ENVIRONMENTAL SERVICES, INC. ON DECEMBER 21, 2010. - ~ , ~ ~ •
f 1 1 > \ .ra ~0 WETLAND FLAGS WERE LOCATED BY CONVENTIONAL SURVEY METHODS EXCEPT WHERE SHOWN IN / N • ' ' • ~ ~ i „ . ;
PARENTHESIS, IE. (GPS). ~ E , ~ ~ r OI ~ ~ ;
~ ~ ( ~ ~ , ~ a ' ' •g. •~I R '
1 l I Ar • N 11. TOPOGRAPHIC SURVEY IS DATED OCTOBER 15 2010. WETLANDS SURVEY IS DATED JANUARY 13 ~ 1 • r a N 1 . K~ • ~
~ f4 2011. ~ } f,•'.?•• , / '4 . ' • . . , . • h ~ .
! . r 1 . ~ \ I r ~ S v r • - - • • . . . . ' 1 ' . . . ~ ,i
! I ~ ` N I r 1'
~ ~
l ~ i 'I9'w:~ ~ j
~I ~ n ~~,K . ~ ~ . ,,'~r • ~ ~ ~ • ,i r
I ~ , r t
~ ( ~ ~ • r 1 < +1s l ~ 0 sly, ~ \ fM, ~ r •k r , r • ~ l I jy~ , , ' • ~ •
~
L .A y. ~ a ti, r, 1l 6 , , • ' , . \ ` ~ ~ , ~ r , ' .
~ , ~ i ~ , , , • + ,
~ - , • I, •r • , ~ ~
$ 'F I r a
~ ~ F • ' r I ~Pt : ' • . ~ ~ I

/ ~ ~ i 1
9 ? ? ' r • • ~11~ r 4~Y ~ r4 r . ,Q• ~ 'Ids" ~ . l t ~ ~ ~Vy R~''~,Qp . zo
. ~ ~ , , ~ ~ ' +e. ~ . • ~ . GUY • , un~ ~S j~o A ~ t !
• ~ y. i ' ' 'r • • r . r • , r ~ • ~ • ' w. V •u, , • . • 'GUY Ij'~ ~ t ~ ~ ¦ ¦ ~
r r +
_ _ /yr ~y ,
' , ~.Mv~ ! r • ..r,~ ' _-_-+~._-_~•a.•~t~_~i ~~~~.r ~.~r"•.3- ~~'-_i 50~~... _-ti_~+'.~,-_ ~-...Yv ~ Tyr ~i -
BUY MIRE' r ~ • L , r r . E l ~ ; . y.; ' ~ i,~ ? , I • ' • y,, ~ CAPACITOR ANK , ¦ ' •GUY'MIRE '
p~~ •t. . ~ , ~ r ~ ~ A,.
1 "4 t d" iB • •0. ^p• i k ! , , ' ''a Y r FAST WEST BASELINE
...f„.•• ~ rx 1• $ r' cu MIRE' ~ • I ~ • • MIRE # f ,
,'r > >
1 ~ , ' ' ' , { ' ` ~ t •f , 1~~ ' f
I• r r t r f ' ' ~ ' Y ~ o , ~ r~ . ~ ~ 'fir ¦ ~ y ¦ ~ . ~ s~
` r - ~ r • • • _ EXI~TINO • • ' , SUBSTATION ¦ ¦ ¦ , ¦ ~ ¦
' r r it , • ~ . HIRE • ~ BANK f''(ta1N4 ~i ¦
i MI ~'1• ~ r', UY W r r . r N ~ w rN y, . 4
°h 1 r ~r +r WIRE \ r , , , ' • \ : • , ' w. lGUY MIRE • ~ ¦ ¦ a ~ ¦ ¦ " ~9
! , ' t r r , , ~T~!- ~~~~*+~~•_~Tw i~_.:d_T~ f ~T _ ' 'fir `+f .r, • , ` + `
y. . .S•YI'' ....N.. r rT r~' ~r • . . ~ti- r~ I_-_~_.~r.-...~Tti.^rr..~-.~ r~.~a.v _.~_-_S.~r_ Imo- ~ i". ~ , , ~ ~ ~ ~ ~ S • 4i ` ~ • ~ 'V ' ; ' r e • • . ~tl • ~ ~ . rr ~ • • 's
* n \ • \ 1rr 1 . . ' 1•, 'r~' r r r ' I r • , . • r } ' h .7, ~ 1 - . •.4a ti
, : , r., , { , , s . ~
~ ff ~ ' ~ r+ 1 4 ~ ' , ~ r • rr,' r t • , ,
~ I , I • , ~ • ~ ~ ' • t • ~ ~ ~ N r
r t ~.r_-~ ~ ~ I r i a ' ~ ~ ~N
r ~ ' 1 ~ I ' ' ` ~ ' , ~ ~ +t • z m~
' y ~ , ! ` 1 • ! ' x 1
EXISTING CONDITIONS LEGEND. • 1 1 + ' •R, • ~ ' ' . SUBSTATION B' FENCE I;
~ A @ ~ +L
~ ' , ` ` • ~ , I' •
PROPERTY LINE ' ' ~ , .h.
\ AREA UNDERWATER rf 'a...
WETLAND LINE
.2% FLOOD LINE
.1% FLOOD LINE
SILT FENCE Pra ress Ener ~ g g~
RIGHT OF WAY
Progress Energy Carolinas, Inc. Raleigh, NC
w00DLiNE
~ n EXISTING IRON P[PE ~ E1P
r~i'!A~ Of~l'M'I!! s~ 6 X8/17/2011 CONSTRUCTION DOCUMENTS FDR BIDDING & PERMITTING FVR SFP TFB BARNARD CREEK 23~KV TRANSITION STATION
199io±r it V W W ir/ V i i Y o WETLAND FLAG
lop, ~ Dewberry & Davis, Inc, GRAPHIC SCALE 5 5 07/12/2011 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB EXISTING CONDITIONS
2301 REXWOODS DRIVE x 15.9 SPOT ELEVATION 4 4 05/10/2011 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB
SUITE 200 60 0 30 60 120 240 3 0211812011 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB LOCATION NEW HANOVER COUNTY, NORTH CAROLINA
RALEIGH, NC 27612 36 RCP REINFORCED CONCRETE PIPE 3 PHONE, 9123 939 ECM
FAX: 919,8811.99.9923 ° EXISTING CONCRETE MONUMENT 2 2 02/03/2011 95% SUBMITTAL FVR SFP TFB SCALE 1' = 60' SCALE RATIO 1:1
NCBELS # F-0679 (IN FEET) 1 1 12/30/2010 50% SUBMITTAL FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB
150CMP CONCRETE METAL PIPE 1 inch = 60 ft, NO. NO. DATE REVISION BY CK, APP, DATE 08/17/11 DWG. NO. RDC-57701 SHT 2 OF 13

LEGEND NOTES: _ ~J
f
LIMITS OFDISTURBANCE - - - - - • 1. SEE SHEET 2 FOR TOPOGRAPHIC SURVEY NOTES. I
SEASONAL HIGH WATER LEVEL BORING LOCATIONS ~ 2. PROGRESS ENERGY CAROLINAS, INC. EQUIPMENT PLAN / ~a
SHOWN FOR CLARITY ONLY. THIS EQUIPMENT LAYOUT SHALL `
NEW TREE LINE NOT BE USED FOR CONSTRUCTION.
. I
~410k Ca FF'~C , F eRl~k C ,
~ F~f ~
~4q~~ i

J
~F
/ ~ ,
~ ~ , a~

~ w 1, ~ ~ ~
* $9
w ~ ~'9~F< ~
z .
~ w N ~
/ a m
_ 1
/ ~ I ~ e~2y, e,~y F<~
/ ~ can ~
_ R9
~ i- ~ ~ ~ ~ o
, ~ z
~ , / + 9,g
~
~ / / +
/ ~ 1 - LIMITS OF
i / I ~ ~ ~ ~ , JURISDICTIONAL
r , WETLANDS, TYP.
I 1 1 ~ I ~ i
~ ,
I \ ~ ' \ I - ~ ~ LIMITS OF DISTURBANCE TYP. - ~ , \ ~ , IN `1
/ ~ ~ ~ ~ ~ `,q0
~ ^.ns.,n.~~~
1 ~ ~ ~ ~ ~ ~
i - - ~ , ~~g ' i~ ~r,F
~ l LIMITS OF ~ ~ ~ °~o / ~ i ~ d
I <I - , sly ~ ~ INr• .JURISDICTIONAL i
1 , S/ ~ EDGE OF N0.5 7 CHAIN I \ ~ '8s WELTANDS, TYP. 1 ~ . 7' CHAIN LINK FENCE (BY OTHERS) w~i~~.~-•
~ ~ ~ , ~ ~ ~ STONE (BY OTHERS) 20' ABC STONE I
1 ' ` ~ \ 1 l I
/ ` , ~ , LIMITS OF DISTURBANCE, TYP. ; . . 24' ACCESS DRIVE, SEE I
r' ~ , 1 S / .I ' , ,w SHEET 10 FOR DETAIL ~
EXISTING 1
` ' ~ ~ ~ ~ TREE LINE ~ I '
TYP.
, ~ ` ~ ~,T ~
l.~ ~ / ?
F ' ~ ~ .ow s/ sHwL- ~ I ~ ~t r~
o~ ~ ~ ~ ~ 0 / GAT
l , > ' ~ ~ '~s RIjDRgp zo As~,~
~ ~ ~ / ~ ~
s °00s ~ Keay ~ / . ! ~ _ EXISTIN EXISTING ~ ~ ` c~~r 9 am
I' ~ I J / ~ ~ ~ _ - TREE LINE, TREE LINE, I A~ F<!~ r ¦ ¦ x ¦ ¦ ¦ oV
m ~ \ ~ , 1 , - TYP. TYP. ~ + 1~ 9
G-~ ~ o 1, Q t- - ~ SHWLS I ¦ ¦ o
~ f / < o ~ ~ + - I - - '9A~ F~, e 1 ~ ~ ~ ~ • SHWL- ' r r r J m I ' XISTING T
I ® ~ 1 i' Ti ~ GUY WIRE I APACITOR K ¦
- ~ z•ee ~ ~ \ ens ee ~ ee eas•ae 857.08 16g ~ ~ J R IS GUY x 16.0 ¦
k ~ N - ~ ~s , , ry' CUY WIRE ~ - - - - - - - - - - - - EAST WEST BASELIN I GU96B~1~E ' 1?B ese• a Iss ¦ ese«ee + x 1 B ee ~ ¦ .r S ¦6 ¦ 16 NEST BASELINE ~C ; I li 14 GUr " ¦ ¦ ¦
urw ~ ~ ~ ~ ~ , -r. I
rR ` 9,~ I ~ , I I H qV.
. ~ + ~ TEMPORARY DRILLING PAD ~ > ' ~ <G 11 , '~T F EDGE OF GRADE c r Fo 1~ • 1 1i~r ¦ + ¦ ¦ ¦ ¦ x o"" s~
~ ~ 4' 1 I ~ 3'~~ 1 ¦ lie 15.e a~ ~'r EXISTING CAPACITOR BANK EXISTING 230KV ¦ _l~,-
i q$ SUBSTATION ¦ ¦ ¦ 7$'~ ¦ ¦ ~
GUY WIRE ~ I ~ . r:. I M My M p2 '~l0 /,yqG ¦
+ w GUY MIRE r. ~s ~ N 'SS > F ¦ ¦
I 3 ~ t I N
~ + 6 GUY WIRE ~ ~ 3 / ~ ~ ¦ ¦ ~
"a` ~ I' ~ I ~ ' I ¦ M,re
I ~ ~
' ~ S ' I ~ 1< EXISTING I r FF LEVEL SPREADER AND ~ I
, ~ ~ I '~'F TREE LINE, _ I I ENGINEERED FILTER STRIP ~ SHWL 7 I I SHWL~ YL~ I SHWL-9 * ~ } 1Q1 } e
I TYP. 1.. 4,~. I ~ , I I I
~ I DRY POND ~ ~ ZY POND
' NEW TREE LINE, TYP. - I I I
I I ~ ~ _ ~ -
' I < /
I ~ ~9~ d
l ~ . . ~ 2
I
I NEE ~.•~c~~~•'
I ` So ''~~m~~~ro~
I I
I
Pro ress Ener ~i 9 gY
Progress Energy Carolinas, Inc. Raleigh, NC

OtAt 0~~t~ , ~ s~ 6 ~8/17/2D11 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB BARNARD CREEK 23~KU TRANSITION STATION
~?!i!~ i/ V r r Mkv V i i
Dewberry & Davis, Inc. GRAPHIC SCALE 5 0711212011 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB OVERALL SITE LAYOUT
2301 REXWOODS DRIVE 4 0 4 05/10/2011 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB
SUITE 200 60 0 30 60 120 240 3 02/18/2011 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB LOCATION NEW HANOVER COUNTY, NORTH CAROLINA
RALEIGH, NC 27612 3 PHONE: [phone]
FAX: [phone] (IN FEET) 2 0210312011 95% SUBMITTAL FVR SFP TFB SCALE 1' = 60' SCALE RATIO 1:1
NCBELS # F-0679 E.NO 1 inch = 60 ft. 1 1213012010 507. SUBMITTAL FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB
NO. DATE REVISION BY CK, APP, DATE 05/17/11 owo. No. RDC-57701 SHT 3 OF 13

NOTES: CLEARING LIMITS COORDINATE TABLE CLEARING LIMITS COORDINATE TABLE
1. SEE SHEET 2 FOR EXISTING CONDITIONS. POINT # NORTHING FASTING POINT # NORTHING FASTING s
1 149078.2913 2321161.4110 22 148433.0305 2320593,3279
2. SEE SHEET 6 FOR EROSION AND SEDIMENT CONTROL MEASURES. 2 148988.2799 2320983,4945 23 148373.6192 2320623.3852
148967.7727 2320832.9347 148378.7078 2320771.6035 -~0 3 24
3. CONTRACTOR SHALL RESTORE THE DISTURBED AREA TO EXISTING GRADE 4 148853.8070 2320607.6699 25 148327.7111 2320797.4037 ' F~ 00
UNLESS OTHERWISE SHOWN ON THE DRAWINGS, 5 NOT USED 26 148445.1321 2321029.4982 0
<IN 6 148753.2479 2320516.9826 27 148515.0182 2320994.1414 F
4. ALL UTILITIES SHALL BE PROTECTED AND REMAIN ACTIVE UNLESS 7 148596.0340 2320596.5201 28 148564.7278 2321021.4550
OTHERWISE NOTED. CONTRACTOR SHALL NOT DISTURB UTILITY POLES, 8 148590.6454 2320585.8690 29 148588.0260 2321067.5062 w
GUY WIRES, OR ANCHORS WITHOUT PERMISSION FROM PROGRESS ENERGY 9 148579.8697 2320600.8197 30 148724.4954 2320998.4637 ?
10 148565.3296 2320553.9859 31 148762.2406 2321073.0708 w CAROLINAS, INC. ~
11 148556.2218 2320558.5937 32 148787.9134 2321060.0825 m
5. CONTRACTOR SHALL SEED, MULCH, AND TACK ALL DISTURBED AREAS NOT 12 148497.7740 2320443.0658 33 148809.2290 2321103.0415 =
13 148529.1912 2320427.1713 34 148877.3422 2321071.3449 ~ RECEIVING STONE PER EROSION CONTROL PLAN. ~ . ,
14 148529.1324 2320407.1197 35 148922.0979 2321159.8090 N
6. CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATION OR DISRUPTION 15 148537.8041 2320386.1510 36 148890.4686 2321175.8108 ~ 16 148546.9774 2320374.6658 37 148893.3102 2321181.4276 p . ~
WITH PROGRESS ENERGY CAROLINAS, INC. 17 148565.9119 2320285.3517 38 148917.3674 2321178.6938 Z
7. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS WITHIN THE LIMITS OF 18 148444.3540 2320249.3284 39 148938.2889 2321180.4957
DISTURBANCE. 19 148382.6022 2320360.4652 40 148970.8373 2321195.0112 20 148533.8421 2320659.4060 41 149013.2665 2321192.3113
CONTRACTOR SHALL VERIFY
8. CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ALL 21 148480.1925 2320686.5483 42 149050.9319 2321178.1479 CLEARING LIMITS IN THIS AREA WIT
CONSTRUCTION WASTE AND EXCESS MATERIALS AS WELL AS ALL °~OGRESS ENERGY CAROLINAS
UNSUITABLE MATERIALS OFF SITE. CONTRACTOR SHALL PROVIDE (ISTING TREELINE IN THIS ARE 3 Vin.
PROGRESS ENERGY CAROLINAS, INC. WITH PROOF OF DISPOSAL AT 4
PERMITTED LOCATION. LIMITS OF
o.~ -
JURISDICTIONAL ~
Q WETLANDS, TYP. ~ .Q~' /
6 ~ ~ 2
' / ~ ~ 1
I
42 I ~ti
LIMITS OF
JURISDICTIONAL LIMITS OF DISTURBANCE, TYP. I
17 WETLANDS, TYP. 41~I
R1pRgp. ~3 ~ ~
A
p~~ '1~r JU 40 I
~ ~r 16 ~ ~Of C R1S01 • Y CTjONQ< 34 39 /
NEW TREE LINE TYP.
15 35 ~ ~ r
~0 Nq / g •
14 / ~ 18 0 WF ~ J9~~~ATE ,r
r~ 13 qN , OS , 6.2 6.4 .3
~ «ti 8 7 ~ qtr I ~ 36 ~1 R1pR9p ZO
N ~ u G~. ~ ~ I 1.19 m
~ 10 „ o ~ EXISTING TREE ~ I ~ o
12 11 EXISTING TREE ~ _ ~ rt LINE, TYP. 'IJ° I N' 37 F~~MFq~F ° 1 o k ~ v 0 0®
LINE, TYP.
9 ~ 32 ~ ~ 1 rrtc n I Fq ~ qsp o 0 0? m~
1
A ~ - - 00 - I ~ r
I 30 31 XISTING ~
G GUY WI I 33 APACITOR BA K ~
- I6 16 - - - - TR 15. GUY x 16.0 o I
G G181B6~~ + 72B 868+ 0 16.4 ~p ~ 869+00 1 k 1 87 0@
s
-------------~LIOLEr~A~ELW~---- 1 GUY WIRE ~ 19 20 G 112 ~ 14. GUY N 62 20 22' E o o '
~ , - GI ~ I Y 15.6 0 ~ Yq~~ F~ I
e
FFN ° 9e1 o a qRF ~F~ 16 k ! NFp o ~ 1 o k , .
21 P
j 22 . , . I EXISTING 230KV m ~ qSp SUBSTATION p o 0 o I
~
.2 I ~ Vu ~ 1 ~ F(~ 1Nq~
GUY WiRF ~w 15 a MF F o
J ~ . ~,N .3 ~ G 1~•5 I 1 0 0 0 GU16~e•WI .XISTING CAPACITOR BANK o
I 15 1 , 16 607!' k ,~,.N° k 1 m o , I $1 V. c
' I 4• ~ _ ~
9 ~ G Gl' U v v
1 c 4, p I 14.0 •w
0O
I c ^ _ _ ~V~ ~ k 6.E
23 ~
~ ~ - 28 29 28
~ L i
27 27
~ ~ d ~,•~~"/O1",,~
Op ~ 0.21 QS , F -p 24
I D ~ <0
~ ~ eQ = SIN ~ F
• • S • • ! `
~ ~ 1 i ~ ~~r i
s % ....•~~S
25 26
-2s
LEGEND Pro ress Ener ~i 9 gY
CLEARING LIMITSlLIMITS OF DISTURBANCE - - - - ' Progress Energy Carolinas, Inc. Raleigh, NC
NEW TREE LINE
F ~R/17/70111 C(INSTRl1CTi[1N flflClIMFNTS FfIR RiflfliNG & PFRMiTTiNG FVR SFP TFR BARNARD CREEK 23~KU TRANSITION STATION
~?;i;!' i/ ~r YY ii/ ~i i i
Dewberry & Davis, Inc. 5 0711212011 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB CLEARING PLAN
2301 REXWOODS DRIVE 4 4 05/10/2011 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB
SUITE 200 3 02/18/2011 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB LOCATION NEW HANOVER COUNTY, NORTH CAROLINA
RALEIGH, NC 27612 3 PHONE: [phone]
FAX: [phone] 0210312011 95% SUBMITTAL FVR SFP TFB SCALE 1" = 40' SCALE RATIO 1:1
NCBELS # F-0679 1 1 1213012010 507. SUBMITTAL FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB
NO. NO, DATE REVISION BY CK, APP, DATE OB/17/11 DWG. NO. RDC-57701 SHT 4 OF 13

NOTES: COORDINATE TABLE
1. PROGRESS ENERGY CAROLINAS, INC. 6. DRILL PATH ENTRY POINTS ARE BASED ON • s
E IPMENT PLAN N T H WN F R LARITY. DRAWINGS PROVIDED BY PROGRESS ENERGY POINT # NORTHING FASTING QU O S O O C
CAROLINAS, INC. REFER TO DRAWINGS TITLED 1 148536.5387 2320306.8937
2. ALL TILITIE N T H WN F R LARITY. "BARNARD CREEK -TOWN CREEK 230KV 2 148465.2852 2320285.7779 ~\0 U S O S O O C • ~ .
UNDERGROUND TRANSMISSION LINE -PROJECT 3 148516.5770 2320401.0529 . F 4 148452.1315 2320433.6571 CO
3. 6"STONE NOT INCLUDED IN INITIAL GRADING N0.20071377 FOR UNDERGROUND 0~
TRANSMISSION LINE LOCATION AND PROFILE. 5 148419.2409 2320368.6455 ~jN WORK INSIDE THE UTILITY FENCE. F
UNDERGROUND TRANSMISSION LINE DRAWINGS
4. CHAIN LINK FENCE NOT INCLUDED IN INITIAL HAVE BEEN SUBMITTED UNDER SEPARATE
GRADING WORK. PACKAGE BY OTHERS. Z
J W
5. BASELINE SHOWN IS BASED ON ORIENTATION m
OF CENTERLINE SHOWN ON SURVEY PROVIDED. _
EAST WEST BASELINE MATCHES ALIGNMENT OF ~
CENTERLINE FROM PI STA 857+80.40 STR 126 vii ( ) y
TO PI STA 864+75.24 (STR 127). CONTRACTOR ~
SHALL VERIFY BASELINE ALIGNMENT WITH ~ 0 u~
PROGRESS ENERGY CAROLINAS, INC. PRIOR TO Z
BEGINNING CONSTRUCTION.
~ jN _ ~ C,ggVF<
/ •32 NEW TREE LINE, TYP.
Rpq p
~ - M1~.
J i ~1 .
~Q i / i
' i

I - - - - - - -

EDGE OF GRADE
EDGE OF STONE, ~ I
~ BY OTHHyERS /I
.......N .......I , f0 , l_,~ 1
LIMITS OF DISTURBANCE, TYP. ; ~~1
, ~ ,
• a 24' GATE • ~ ~
' GAT (BY OTHERS) • ~ -
~ , 1 N
p 7' CHAIN LINK FENCE WITH ' 1?, ~ •
~ - - 3 STRANDS BARBFO WIRE , ~ 1 ~
/ g 24' GATT Oh , OP, TYP. (BY OTHERS) ; , , 20' ABC STONE \ ~ ~ !
/ ~ , 24 ACCESS DRIVE, ~ ~ BY OTHERS I ~ HESS DRIVE;
/ ~ RI ( ) SEE SHEET 10 / ~ SOj , BEET 10 ~ l1, • /
/ ~ 01'j FOR DETAIL / ON , ETAIL ~ T C.
~ ~ q< , / ~ ~p WF , ~"°S - - - - - q° ~CaTE
/ r< 26' ~ 1so' ' 26' ~ 9N , 6.2 6.4 .3 ~ ~ /
2 ~ OS 72' 108' ' ~ ~k I ~ ~pN~ I 1 Nb, RlpRgp ~o
TEMP RARY "AB T NE • ~ 0 6 CS 0 , , ~
~ PAD FOR DRILLING I ~ ~ ~ 3 EDGE OF ~ N N ~ ~ Gi I N N RpgOF`~ i_ f ~ 1.19 9 ~N ~
~ OPERATIONS, APPROX. I ~ - a ' , ~ ° ,yn~ I ~ a F Sp o
~ I ~ GRADE ~;6 6" N0.5 STONE ~ ~ ~ 10,975 SF ` ~ ~ GUS ~ ~ (p~Nq pT ~ o o ~ V~ ~ N m F Fk! o k1 0 0,
I (BY OTHERS) ~ ~ I + m~ + + FF
v ~ 6.t -n , ---e.ss ~ I ~ 9RFgpFO 9Sp o o ° ° o o
1 ~ I , - ,
I , r o0
~ I / 1 , ~ ~ , EDGE OF GRADE ,i 3E OF GRADE ~ EXISTING CAPACITOR ~ - - - - - - - - -
5~----•------~4 / ' ~ DRILL PATH ENTRY POINTS, WII ~ BANK ~
~6 ~ ~ TR 15. GUY x 16.0 o I
SEE NOTES THIS SHEET. ~6 ~ _ ' G G181B6~~' ~ - - - - + ~2B 868+ 0 16.4 ~p D 869+00 1 k 1 87 00
11 ~i r 14 GUY N 622 22'E o o '
GUY WIR 10 - - - - - - - - - - ~T~p(E,S~[,~S~E- - - ~ 7' CHAIN LINK FENCE WITH IJ E .4 6 , G~...o_ ~
' 3 STRANDS BARBED WIRE ~ G 9. ' ON TOP, TYP. BY OTHERS ' I 15.6 0 o Yq~~ F<
~ m EDGE OF ( , , ~ , GY I
• STONE,
• BY OT!~Cr<g • ~RFNpFe I6 ° 19gINFP o ~ ~ ° o I
' 1 m o '
~ , - - - ...........L_.........1..................., QSA o 0 0 o I
~ N F ! EXISTING 230KV
GUY WIRE ~,N 15~uT i y ~OMF qCF SUBSTATION © o $ I XISTING CAPACITOR BANk{'i 1 0 0 0 o I
9, , 3 EDGE OF GRADE J G GU1~WI1 I 16 607!' k k 1
I ~ ~ / 15• 15.1 ur ~b~ t 4
9 9,3 00 / 7 G - ~ Gl~a ~ I m o o I 914.0 -•w s~~'
/ 1 s / 15' WIDE ACC SS TO BMP (COMPACT ~ 9•
~ / ~ ~ GROUNDT095%ANDSEED~ _
~ S DD ~ ~ ~k-
~ I I - - e ~ r 6.0 k
~ I ~ I I
DRY POND, SEE in I I ~ x 16 16.5 / •1
~c~ SHEET 12 FOR ~ NEW TREE LINE, TYP. `L I I I I
~ I DETAIL I ' I I
I I I I
LEVEL SPREADER AND ~ ',~~puunpq~~,i
I I ENGIIJFERED FILTER STRIP, SEE ~ ` _ _ _ - _ _ _ _ _ _ _ _ _ _ _ ~ / ~
~O~QQ: E S •_~Q~
SHEET i'~ FOR DETAIL ~ / i Y ~ i i i ~ i i
¦ . . ¦ ¦ • • ¦ ' 6
'1 G INEE; ~ • SS
~i ~ N I R
''~~u~~~~ro~
Pro ress Ener ~i 9 gY
LEGEND Progress Energy Carolinas, Inc. Raleigh, NC
Q*A~ Orr~~ LIMITS OF DISTURBANCE 6 ~8/17/2D11 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB BARNARD CREEK 23~KU TRANSITION STATION
~?,i,~ i/ V r r i1/ V i i
• 5 Dewberry & Davis, Inc. FENCE 5 0711212011 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB SITE PLAN
2301 REXWOODS DRIVE GRAPHIC SCALE 4 4 05/10/2011 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB
SUITE 200 40 20 40 80 160 3 16o 3 02/18/2011 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB LOCATION NEW HANOVER COUNTY, NORTH CAROLINA
RALEIGH, NC 27612 NEW TREE LINE 0 PHONE: [phone]
FAX: [phone] 0210312011 95% SUBMITTAL FVR SFP TFB SCALE 1" = 40' SCALE RATIO 1:1
NCBELS # F-0679 EDGE OF STONE (BY OTHERS) 1 (IN FEET) 1 1213012010 507. SUBMITTAL FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB
1 inch = 40 ft. N0, NO, DATE REVISION BY CK, APP, DATE OB/17/11 DWG. NO.RDC-57701 SHT 5 OF 13

NOTES: STORM DRAINAGE SCHEDULE
STRUC. TOP ELEV. PIPE N0. PATH SIZE LENGTH PIPE SLOPE MATERIAL
1. DISTURBED AREA = 7.48 ACRES 8. DRILL PATH ENTRY POINTS ARE BASED ON DRAWINGS PROVIDED BY PROGRESS FROM TO (INCHES) (FEET) INV UP INV DOWN
ENERGY CAROLINAS, INC. REFER TO DRAWINGS TITLED "BARNARD CREEK -TOWN OS-1 14.50 P-1 OS-1 LS FOREBAY 12 56 11.00 10.72 0,5 DIP
2. SEE SHEET 2 FOR EXISTING CONDITIONS. CREEK 230KV UNDERGROUND TRANSMISSION LINE - PROJECT N0.20071377" FOR ,
UNDERGROUND TRANSMISSION LINE LOCATION AND PROFILE. UNDERGROUND 0, FES-2 P-2 FES-2 FES-3 18 4g 10.52 10.28 0.5 CLASS V RCP
3. CONTRACTOR SHALL INSTALL ALL MEASURES NECESSARY FOR EROSION AND SEDIMENT CONTROL. , TRANSMISSION LINE DRAWINGS HAVE BEEN SUBMITTED UNDER SEPARATE F~ • ,Z~, ,
PACKAGE BY OTHERS. ~ , . p0 , FES-3 P-3 MH-4 FES-5 30 101 10.51 10.00 0.5 CLASS V RCP
4. CONTRACTOR SHALL MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE ~j~l/ F
NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. MH-4 15.00 LEGEND
W ~ f, CB =CATCH BASIN
5. CONTRACTOR SHALL RESTORE THE DISTURBED AREA TO EXISTING GRADE UNLESS OTHERWISE NOTED ON Z ; , FES-5 P =PIPE
DRAWINGS, CONTRACTOR SHALL SEED AND MULCH ALL AREAS NOT RECEIVING STONE, ~ ~ W . W ~ ~ , MH =STORM MANHOLE
~ N FES =FLARED END SECTION
m , ' ; ~ , , 6. CONTRACTOR SHALL INSTALL JUTE OR EXCELSIOR MATTING ON ALL SLOPES 3:1 OR STEEPER. _ ; ~i, , OS =OUTLET STRUCTURE
F- ~ ~ • $ ~ ' DP = DISSIPATOR PAD
7. SEE SHEET 8 FOR EROSION AND SEDIMENT CONTROL SEQUENCE AND SEEDING SCHEDULE. 0 3.8 N ,
z ~ . ~ ,
~ ~ , 0
Z , ' .6~ N '
I ,f ; 7~ . , . ` . ,
1 1 A• , ,
I . , . J ~ , . .
o 1. . • r ,
I' • q 1
J N' C / ° U~~ 1 , - DOUBLE LAYER OF , ~ ' •3~ , LE LAYER OF SILT FENCE ° •i~• ~y;,, ; ~ ~ ' Rq~F~ , ,
• a
:i'R~ . Rb % . _ _ • a.• . ~ q0 '
'iN'y~• 'a• 'fr•
, (b , ';7• • • LIMITS OF JURISDICTIONAL .Q: ~ j ' / z \ , \ PERMANENT DIVERSION 4,'u,
~ • ,A ~ , ~ +a WETLANDS, T1'P. / 9 8 ~ . , \ CHANNEL 1, SEE SHEET 8 4 '~~"A,
~ \ FOR DETAIL ~ " " ~ ~
' / 13 ~ ~ , / ~ / ~ 14- ~ ~ ~ \ V .
, ..-----5 - -r-
ACCESS TO DKii.L!NG ,
~ • • . ` In ~ ~ , ~n• o PAD (TE P -GRAVEL) 27 0
, PERM RASS , ' ~ ( ) . 7B 1 \ . ~ , 11 ;
0 ~ , ~ ~
DOUBLE LAYER OF SILT FEN~.F- • • • , t o ° 13 1 ~ 1011 G:>, ~
~ ~ c--~ ~ ~ ~ ~
LIMITS OF m~ o LIMIT ~ DI T RBAN E TYP. I • . TEMPORARY SOCK / ~ FES-5 ~ / I ' ,
JURISDICTIONAL _ S G S U C, o o ~ ' • ~ CHECK DAM, SEE .
TEMPORARY SILT FE'J(:E ! GRADE BREAK ELEV. =15.96 WETLANDS, , ~ Ic ~ SKEET 9 FOR DETAIL ~ FES-3, DP-A DP-B ,.~14 I
REMOVE THIS .,ECTIOI~.. AS ~p ~ EDGE OFGRADE - - - - - - - , 20' ABC - - - - - P-2 r •.y~•
NECESSARY FOR URlLLING v, 20 ABC • , - ~ X 15.75 ,
OPEp,ATIOP,S p ' ` /
LL ~ o~ ~ 1 N ~ ~ •i
' ~
, ~ 8.38 ~ .S,~ ~Rj -~a • •
i ~ Cj •a~ . • j~N • `FES- - - - - - / ~ ~ ^AT~ • • '
~ ~ q~ X 15.50 / o~° ~ ~ 7p !vF
` 9N PERMANENT DIVERSION PERMANENT DIVERSION ~ ~ ~
t 8.75 ~ OS I I ' ~ , ~ n ` pq~ ~ , X 13.50 CHANNEL 2, SEE SHEET 8 J CHANNEL 3, SEE SHEET 8 ' ~1~EMPORARY CONSTRUCTION
, ~ TEMPORARY 6 ABC ,'.TONE • ' ~ • a ~3 FOR D =TAIL FOR DETAIL EN ,'?ANCE, SEE SHEET 8 FOR DETAIL ~p
r' ~ PAD FOR DRiL LING I • ' b / ' F<n„ '
~,'a OPERATIONS, APPROX. I ; , a - . ,a 1 ~ ~ N , RIP RAP DONUT INLET-~ ~ ~ a p
' 10975 SF ~ I ' ~ F • ,'a.•F , ~ 8.24 • ; ~ ~ X 15.25 ' •e,. ,N f• oa a. PROTECTION, SEE oo ~ b ~ ; F<V INq~r ~ ~ o -n ~ M .N ~ 1[ IV 0~ l C s ~
j~ ~ ~ 1 ~ I ~ . • n ~ ~ X 14.50 SPIFFY 9 FOFt DETAIL ~ •i + F ~ 1 ~ 1 ~ m~
' ~ ` I y'
Fq ~ qs v ~ - Sh~~ ~ A fl o o m°
~ ~ - - -
' ~ , .75 I ~ ~ a~. . • . 91, • EXISTING ,
o • ~ -9 .........J ...............J............... 15 - G GUY'Wil SF I CAPACITOR B NK o
~ ~~0 16 , 16 TR 15. G111~' 1 x l'6.0 o k I
~ 857+00 ' . SF - , , _ ~ SF ,_-,,,,,,SF ~ ' 1:i 1 _ ' r + ~2B 86 + 0 • s'4 .~l' ~ 869+00 k 1 1 87 00
1~ ' ~ _ .14 GUY ~ N 622 22'E o
GUY W 1~ ---------~,-~LIOL~~I~A$ELWE_---- IJ IRE
A • , ~ ~ ~ .j ~I~II~
i • DRILL PP.TH ENTRY POINTS, ~ \ I I EDGE OF III III I • G Y ~ 1 ~•6 ~ ~ ~ YqR~ I
SEE NOTES THIS SHEET. X 14.75 STONE BY \ ( . F I qF q8 ',oo
a` \ ql° OTHERS) GUY RFN~Fp 16 ~ k 1 INFT ~ k f o , •I'
® , m o
, ~ ' ~ , , ~ i I UY ( ASA. ; o o , ~ ~ 0' ~
• (0 ~ ,
- I G GUY w. ~ ~ D q~ SUBSTATI01~ r~ •
GUY W R '
I 9, ~ 1 Ig•~ i r CAPACITOR m 1 p o i ~ ' GU16~WI ~ 64.42'• • BANK o I v
3' I ~ G q 115 WIDE ACCESS DRIVE, COMPACT ~ 1 • 151'' • ' ~ 64' 01' 46' 16 60 k k 1 ° ° ,
/ j5. • I I I ~ ~ GROUND TO 95% AND SEED / > 4 •
, 9 9.3 ' 'I I' ~ / G , °I GUY WIi • ~ ~ ~
s ~ -
• ~ ~ X 14.25 15' ~ _ • - J I •e 'r, ~ ' 14.0 ~ w;~: ,..~~tl . ~ ~ y~a~'
• • ~ . t _ T - - ~ 1 I I - . II
~ 9.5 I 1 I ENGINEERED FILTER I r
' STRIP, SEE SHEET 11 F
~ ~ OS-1 I 5 FOR DETAIL ~ ~ / / /
~ DRY POND I ~ L I X 11 o Mr3~ l~ . ~ , u ; ~ Ig•1 s•6 • •
~ PERMANENT LEVEL ~ I M ~ / ~ P-1 ~ /
SPREADER, SEE ~ I 156 /
I ~ SHEET 11 FOR DETAIL ~ I 11 STABILIZEC STABILIZED OUTLET FOR SILT FENCE, TYP., SEE
CLASS B R'~'~ RAP I I 12 13 -SHEET 9 FC SHEET 9 FOR DETAIL ~~••O • •
1 ~ FOREBAY SEE SHEET 11 ( ~
' X 1 .25 15' / i EMPORAR l F R DETAIL ~ i EMPORARY SILT FENCE, ~ Q 9~L . .
~ 0 ~ - SEE SHEET SEE SHEET 9 FOR DETAIL .r • • • (1~6 0 •
i~~ri
~
LEGEND \ SF ~F ~N I R
LIMITS OFDISTURBANCE - - - - - - - - - - - r \ ~ PERMANENT BAFFLE EMERGENCY WEIR 30' Y WEIR, 30'
DRY POND OUTLET, SEE ' EVATION Pro ress Ener
TEMPORARY SILT FENCE SEE SHEET 12 FOR LONG AT ELEVATION SF SHEET 12 FOR DETAIL
DETAIL 13.5', LINE WITH 'VITH g gy
TEMPORARY DIVERSION CHANNEL EXCELSIOR MATTING MATTING
RIP RAP DISSIPATORPAD/OUTLET PROTECTION LIMITS OF EXCELSIOR XCELSIOR Progress Energy Carolinas, Inc. Raleigh, NC
~j~ MATTING
TGAADl1R41]V CTARII 17Gr1 (11 ITI GT Gf1R CII T GGAICG - I 0 6 ~8/17/2D11 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB BARNARD CREEK 23~KU TRANSITION STATION
~?;i;! i/ V r r ir/ V i i
- 5 Dewberry & Davis, Inc. 5 0711212011 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB EROSION CONTROL PLAN
2301 REXWOODS DRIVE DIRECTION OF FLOW GRAPHIC SCALE 4 4 05/10/2011 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB
SUITE 200 40 0 20 40 80 160 3 3 02/18/2011 CONSTRUCTION DOCUMENTS FOR BIDDING & PERMITTING FVR SFP TFB LOCATION NEW HANOVER COUNTY,NORTH CAROLINA
RALEIGH, NC 27612 TEMPORARY DONUT INLET PROTECTION PHONE: [phone]
FAX: [phone] 0210312011 95% SUBMITTAL FVR SFP TFB SCALE 1" = 40' SCALE RATIO 1:1
NCBELS # F-0679 TEMPORARY ROCK CHECK DAM (IN FEET) 1 1 1213012010 507. SUBMITTAL FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB
1 inch = 40 ft. NO. NO, DATE REVISION BY CK, APP, DATE 06/17/11 DWG. NO. RDC-57701 SHT 6 OF 13