20110797 Ver 1_Site Plan_20110826

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.
Pro ress E t~ g
Progress Energy Carolinas, Inc. ~c. a e~
TOWN CREEK 23OKV TRANSIT1O 2452 RIVER ROAD SE, WINNABOW, NORTH BRUNSWICK COUNTY ZONING DISTRI I I
'H CAROLINA 28479
STRICT - RR
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~ COVER SHEET RDC-57702 SHT 1 OF 16
1~ EXISTING CONDITIONS RDC-57702 SHT 2 OF 16
OVERALL SITE LAYOUT RDC-57702 SHT 3 OF 16
~ ITE CLEARING PLAN RDC-57702 SHT 4 OF 16
87 ~ SITE PLAN RDC-57702 SHT 5 OF 16
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~ EROSION CONTROL PLAN RDC-57702 SHT 6 OF 16
~ GRADING AND DRAINAGE PLAN RDC-57702 SHT 1 OF 16 i
g i DETAILS SH 1OF 5 RDC-57702 SHT 8 OF 16
~ DETAILS SH 2 OF 5 RDC-57702 SHT 9 OF 16
~ DETAILS SH 3 OF 5 RDC-57702 SHT 10 OF 16
DETAILS SH 4 OF 5 RDC-57702 SHT 11 OF 16
~ DETAILS SH 5 OF 5 RDC-57702 SHT 12 OF 16
i
~ ACCESS DRIVE -PLAN & PROFILE RDC-57702 SHT 13 OF 16
~ ACCESS DRIVE -PLAN & PROFILE RDC-57102 SHT 14 OF 16 i
~ ACCESS DRIVE -PLAN & PROFILE RDC-57702 SHT 15 OF 16
LANDSCAPE PLAN RDC-57702 SHT 16 OF 16
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Dewberry & Davis, Inc. % ~r Q3 1
2301 REXWOODS DRIVE ' ,~CINE~Q.Sc~p•
SUITE 200 RALEIGH, NC 27612
PHONE: [phone] NIA o•'•
FAX: [phone] NCBELS # F-0679
RDC-57702 SHT 1 OF 16

C.I. FRAME 8~ GRATE FOR J Q
36"x36" DROP INLET V
SIMILAR TO US FOUNDRY FINISHED d
USF-4156 FRAME &USF-6241 GRADE 6" 3' - 0" 6" z4'-o° ~ w
GRATE OR APPROVED EQUAL, ACCESS DRIVE z
H.D. CASTING 0 12'-0" ~
« 12" COMPACTED ABC STONE ~ U
. a i' m
2' -0" PRECAST CONCRETE CONCRETE SEEDED SLOPES 2'-0" 10'-0" 10'-0" 2'-0" Q SHOULDE ROADBED ROADBED SHOULDER a
° (TYPICAL) SHOUL[ GRATE ~ WAFFLE BOX w COLLAR
M J m N 114 INCH PER FOOT (2%) SIDE N SLOPE (TYPICAL)
SEEDED SLOPES
Q M (TYPICAL)
ffl
PIPE -
i i= - PIPE 3 ji -
NOTE: j, j - 1 = I -III=III-III-III=I I -I I- -I I- I - I= I =I =I I=I I-III=III=III=I I- I= I =I I~ ~ 3 1111 III~I ~ ~ 1
FORSTRUCTURES OVER 4' DEEP f0 ~ i ~ 1 , i, i MEDIUM DUTY ~
PROVIDE STEPS CAST IN WALL OF ~ i ~ i ~ Wei ii i NON-WOVEN (60Z.IYD) ~ ~ ~
RISER STRUCTURE ~M~i ~ i ~ ~ ~ j , ~ GEOTEXTILE FABRIC COMPACTED SOIL I\III~ ~
i lII III ~ ~II~
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 z
H.D. CASTING ~ ACCESS DRIVE ~
12' - 0 " 12" COMPACTED ABC STONE ~
COMPACTED SOIL 00 SEEDED SLOPES
2' -0" 2' -0"" 10' - 0 " 10' - 0 " 2' -0" Q (TYPICAL)
SEEDED SLOPE VARIES SHOULC SHOULDER ROADBED ROADBED SHOULDE
(TYPICAL) DITCH 114 INCH PER FOOT (2%) SI E CtDITCH
SLOPE (TYPICAL)
FLAT TOP FINAL 3 M UNDISTURBED SOIL
GRADE RING, AS REQ'D BACKFILL
MAXIMUM OF 2 1
- ~ ~ ~ ----=I=1=1=1=III=II=III=III=III=I-=---_-;~ ~ 1 1
. ~ _ STEP, TYP. ~ ~~~~_I I ICI I-I I- I - - I I I I I_ I I _I ~
co ~ ~ j 1 \III~ \ ~ j111~1~111~
~ ~ ~ j ~ 0 ~ NONIWOVENN (60Z.IYD) \III~I '%11111
GEOTEXTILE FABRIC ~ ~
N i n COMPACTED SOIL
0-RING, TYP. . ~ ; INITIAL TYPICAL ACCESS DRIVE SECTION FOR CUT AREA
BACKFILL ~s,~" NTS NOTES:
PRECAST STORM MANHOLE ; ,
DESIGNED FOR H-20 LOAD 1. ALL CUT & FILL SLOPES SHALL BE GRADED TO A 3:1
48"NOMINAL • ~ 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
U Q 0 ~ WHEN ROCK IS 12" O.D. OF PIPE 12" ~ MAXIMUM SIDE NTS UNLESS OTHERWISE NOTED ON THE GRADING PLAN.
CLEARANCE ° ~ ~ ENCOUNTERED
3. TYPICAL ACCESS DRIVE SECTIONS SHOWN PROVIDED BY
NOTES: PROGRESS ENERGY CAROLINAS, INC. TO DEWBERRY &
DAVIS, INC. RECOMMENDATIONS FOR SECTIONS
1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE PROVIDED TO PROGRESS ENERGY CAROLINAS, INC. BY
INSIDE FACE OF THE SHORING AND BRACING. HALEY & ALDRICH.
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" INNON-TRAFFIC AREAS.
5. ACHIEVE 80% COMPACTION IN NON-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
fV
V7
/'/////ln~u/,
. C A ~
TYPICAL PRECAST STORM MANHOLE
. . . .
NTS
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Pro ress Ener ~i 9 gY
8 8 08/17/11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB Progress Energy Carolinas, Inc. Raleigh, NC
7 7 ~7/12/2~11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB
ri •
OtAt 0~'~t~ s 6 ~6/27/2~11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB TOWN CREEK 23~KV TRANSITION STATION
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• 5 Dewberry & Davis, Inc. 5 05/19/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB DETAILS SH 3 OF 5
2301 REXWOODS DRIVE 4 4 03/29/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB
SUITE 200 3 02/18/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB LOCATION BRUNSWICK 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 1213112010 507. SUBMITTAL FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB
NO, DATE REVISION BY CK, APP, DATE 06/17/11 DWG. NO.RDC-57702 SHT 10 OF 16

CLASS B RIP RAP FOREBAY
OUTLET PIPE FROM
LEVEL SPREADER LIP, DRY POND
AT ELEV. 7.5'
. e a0

~ 'e
b~
. s
4' WIDE GRASS LINED CHANNEL,
CENTER ELEV. AT 7.0' 50' X 25' ENGINEERED FILTER STRIP.
PROVIDE 6" TOPSOIL WITH MINIMUM 2%
ORGANIC CONTENT. SOD WITH COMMON LEVEL SPREADER LIP, CONCRETE RIBBON
BERMUDA. WEIR PARALLEL TO CONTOUR LINES.
LENGTH = 25'
• t #57 STONE ON FABRIC
;~e c
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 18" DEEP) ON TOP OF FILTER FABRIC
LIP ELEVATION 7.5'
END OF PIPE
CONCRETE RIBBON WEIR, FLOW
SEE DETAIL BELOW
1' 3
3" LAYER OF #57 STONE "Y
r' ~ FILTER FABRIC _ ~__i' :Q/PR9PFOREBAYSHALLOOOERF/LTER
FABR/CEDGESANOBESHAPEDTOP.S'O!//DE
ADEQUATEPROTECT/ONA/~OUNOTHEP/PE UNDISTURBED GROUND
OUTFACE, /NCLUO/NGTHETOPOFTHEP/PE. 36"
CONSTRUCTION SPECIFICATIONS:
6~~ 1. ENSURE THAT THE SPREADER IS LEVEL, FOR UNIFORM SPREADING OF STORM RUNOFF.
3!4"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
NOTE: USE 3000 PSI 1. INSPECT THE LEVEL SPREADER AFTER EVERY SEVEN DAYS AND 112 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.
LEVEL SPREADER PERMANENT
NTS
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Pro ress Ener ~i 9 gY
8 8 08/17/11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB Progress Energy Carolinas, Inc. Raleigh, NC
7 7 ~7/12/2~11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB
ri •
OtAt 0~'~t~ s 6 ~6/27/2~11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB TOWN CREEK 23~KV TRANSITION STATION
~?,i,~ i/ V r r i1/ V i i
• 5 Dewberry & Davis, Inc. 5 05/19/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB DETAILS SH 4 OF 5
2301 REXWOODS DRIVE 4 4 03/29/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB
SUITE 200 3 02/18/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB LOCATION BRUNSWICK 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 1213112010 507. SUBMITTAL FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB
NO, DATE REVISION BY CK, APP, DATE 06/17/11 DWG. NO. RDC-57702 SHT 11 OF 16

13 13
TEMPORARY SKIMMER, CONNECT TO OUTLET STRUCT 1TLET STRUCTURE, SEE
RISER ORIFICE. SEE DETAIL THIS SHEET. DETAIL THIS SHE ELEV. 12 :TAIL THIS SHEET TOP =12.5'
8" DIA, CORED HOLE, INV.=9.7'
TOP OF POND 12 TOP OF POND ELEV.12.0 [r1 - - 92 4"DIP, AFTER TEMPORARY
SKIMMER HAS BEEN REMOVED,
TEMPORARY BAFFLES, CAP 4"DIP WITH WATER TIGHT 4' X 4'
STEEL POST WITH COIR MESH EMERGENCY SEAL AND DRILL A 2"DIAMETER PRECAST [r1 CONCRETE
- - - (OR SIMILAR) WEIR ELEV. 100 YR MAX WATER SURFACE ELEV.11,15' ORIFICE IN THE CAP, DRILL BOX
HOLE SO NEW INVERT 11 MATCHES INVERT OF 4" DIP AS
11 11.25' CLOSELY AS POSSIBLY [r1 12" DIP TO
10 YR MAX WATER SURFACE ELEV. 10,59' INV. = 7.5' 6" GATE VALVE LEVEL
BOTTOM OF POND APPROX. 3" (BEYOND)
1 SPREADER INV. = 7.5'
1
10 1 1 3:1 3:1 10 POUR 4"THICK ~ f
1 CONCRETE SUMP, 3' ~
LONG X 1' WIDE EXTENDED BASE, TYP.
1 12" DIP T~ 12" DIP TO LEVEL ,
1 SPREADS SPREADER NOTES: ~ ~ BOTTOM 5.5'
9 1 1 YR MAX WATER SURFACE ELEV. 8.74_ _ 1 9 1. PROVIDE MANHOLE STEPS AT HATCH OPENING
1 6" DIP
3;1 EMERGENCY 1 , 1 • CONCRETE FILL (BALLAST)
DRAIN ~ • • • ~ ' ' ' ' ' • 2, PROVIDE FLANGED CAST IRON GATE VALVE WITH SECTION
SQUARE NUT OPERATOR ON EMERGENCY
8 BEYOND 8 DRAIN. PROVIDE OPERATOR EXTENSION TO
•r. WITHIN 18" OF THE TOP OF STRUCTURE, 2' X 2' ALUMINUM HATCH BILCO MODEL
BOTTOM ELEV. 7.5 ~ ; : TOE OF SLO - TOE OF SLOPE SECURED TO THE WALL, SUPPLY EXTENDED J-AL OR EQUAL, W/ PADLOCK HASP
4"DIP NORMAL DRAIN INV. ELEV. I ' • ' • • • • • • • REACH EXTENSION AND HAND WHEEL OF
7.5 AFTER SKIMMER IS REMOVED • • ADEQUATE LENGTH TO OPERATE VALVE FROM 6" GATE VALVE (NORMALLY
~ ~ " ~ I I CAP 4 DIP AND DRILL 2 7 TOP OF STRUCTURE. VALVE SHALL BE KEPT CLOSED)
DIAMETER ORIFICE IN CAP I CLOSED. 6"DIP
I I EMERGENCY
MIN. 2' SEPARATION FROM SEASONAL HIGH WATER ' I I DRAIN
APPROX. SHWL AT ELEV. 4', SEE TABLE ON SHEET 8 I
6 PERMANENT BAFFLE, SEE 6 3'
DETAIL THIS SHEET I I
I __I 4" THICK CONCRETE I 12" DIP TO
SUMP, 3' LONG X 1' WIDE LEVEL
147' SPREADER
5 5 4"DIP
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 1 1+90 12+00 12+10 Q- NORMAL DRAIN
DRY POND SECTION 1'
NTS
PLAN VIEW
DRY POND OUTLET STRUCTURE DETAIL
NOTE: NTS
SKIMMER IS TO BE A SURFACE DEWATERING DEVICE SUCH AS BMP SCREEN ACCESSIBLE THROUGH DOOR SKIMMER OR APPROVED DEVICE. VENT MAINTENANCE:
1. INSPECT THE TEMPORARY MEASURE AT LEAST EVERY SEVEN DAYS AND AFTER EVERY RAINFALL 112 INCH OR GREATER AND REPAIR. REMOVE SEDIMENT AND RESTORE
SKIMMER SIZE 4 INCHES TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DEPTH OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO
THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE SEDIMENT FROM THE ENTIRE POND NOT JUST AROUND THE SKIMMER OR THE FIRST CELL, MAKE
ORIFICE DIAMETER LOCATION OF FIRST LOCATION OF LOCATION OF THIRD 1~' INCHES SURE VEGETATION GROWING IN THE BOTTOM OF THE POND DOES NOT HOLD DOWN THE SKIMMER.
BAFFLE (35% OF SECOND BAFFLE (25% OF 2. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM,
DEWATERING TIME 3.62 DAYS SURFACE AREA) BAFFLE (25% OF SURFACE AREA)
SURFACE AREA FLEXIBLE JOINT FLOAT 53' 90' 128' 3. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE POND, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND
(RADIATOR HOSE} DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE DEBRIS. ALSO CHECK THE
ORIFICE INSIDE THE SKIMMER TO SEE IF ITS CLOGGED; IF SO REMOVE DEBRIS,
OUTLET END: CONNECTION *DISTANCES ARE MEASURED FROM THE FRONT OF THE SEDIMENT TRAP TOE OF SLOPE TO OUTLET PIPE OR RISER ~ -
4. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH
WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
BARREL PIPE LONGER THAN SHOWN. NOT INCLUDED WITH SKIMMER SUPPLIED BY USER.
CONSTRUCTION SPECIFICATIONS
2" x 2" GALVANIZED
ANGLE (POST TO 1. FILL MATERIAL SHOULD BE CLEAN MINERAL SOIL, FREE OF ROOTS, WOODY VEGETATION, ROCKS, AND OTHER OBJECTIONABLE MATERIAL. PLACE FILL
POST) MATERIAL ACCORDING TO CONSTRUCTION SPECIFICATIONS.
TYPICAL SKIMMER DETAIL TEMPORARY 2. SECURELY ATTACH THE RISER TO THE BARREL OR BARREL STUB TO MAKE A WATERTIGHT STRUCTURAL CONNECTION. SECURE ALL CONNECTIONS BETWEEN BARREL SECTIONS BY APPROVED WATERTIGHT ASSEMBLIES. PLACE THE RISER IN CONCRETE ANTIFLOTATION BLOCK.
2"ORIFICE NTS
3. INSTALL SKIMMER. CONNECT SKIMMER TO RISER BARREL AS SHOWN ON THE PLANS.
FLOW
NOTE: 12" x 12" x 4"DEEP CONCRETE .EP CONCRETE 4. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A LOW SUPPORT
BLOCK, ON BOTH SIDES OF TI fH SIDES OF THE UNDER THE SKIMMER OF STONE OR TIMBER.
PERMANENT BAFFLE SHALL BE BAFFLE
3116" FIBERGLASS PLATES. 2" GALVANIZED POST 5. INSTALL POROUS BAFFLES. INSTALL THE STEEL POSTS ACROSS THE WIDTH OF THE POND. STEEL POSTS SHALL BE DRIVEN TO A DEPTH OF 24 INCHES,
SPACED A MAXIMUM OF 4 FEET APART, AND INSTALLED UP THE SIDES OF THE POND. THE TOP OF THE FABRIC SHALL BE 6 INCHES HIGHER THAN THE INVERT
2" GALVANIZED POST, SPACED 4' O.C. AND OF THE SPILLWAY. TOPS OF BAFFLES SHALL BE 2 INCHES LOWER THAN THE TOP OF THE BERM. ADD A SUPPORT WIRE ACROSS THE TOP OF THE BAFFLE TO
AT ENDS, BOLT BAFFLE ONTO POST WITH SECTION A-A PREVENT SAGGING. WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIR MATERIAL, OVER A SAWHORSE OR THE TOP WIRE. HAMMER REPAR INTO THE
GALVANIZED HARDWARE, PROVIDE A WATER SAWHORSE LEGS FOR ANCHORING. THE FABRIC SHOULD HAVE FIVE TO TEN PERCENT OPENING IN THE WEAVE. ATTACHED FABRIC TO A ROPE AND A
DRILL 2" ORIFICE IN BAFFLE, PERMANENT BAFFLE, EMBED BAFFLE 1' MINIMUM TIGHT CONNECTION SUPPORT STRUCTURE WITH ZIP TIES, WIRE, OR STAPLES. THE BOTTOM AND SIDES OF THE FABRIC SHALL BE ANCHORED IN A TRENCH OR PINNED WITH
INVERT ELEVATION AT 7.5 INTO BANKS ON BOTH SIDES ON ALONG BOTTOM 8-INCH EROSION CONTROL MATTING STAPLES. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN.
OF POND, TOP OF BAFFLE ELEV = 9.7' TOP OF POND ELEV. 12.0
A 6. ONCE THE SITE IS STABILIZED AND ALL TEMPORARY MEASURES HAVE BEEN REMOVED, REMOVE ALL SEDIMENT DEPOSITED DURING CONSTRUCTION,
REMOVE TEMPORARY BAFFLES, REPAIR EROSION FEATURES, AND RESTORE THE VEGETATED SHELF BEFORE THE TRAP CAN OPERATE AS A DRY POND. REMOVE SKIMMER AND RESTORE RISER TO FINAL DRY POND DESIGN. INSTALL PERMANENT BAFFLE AS SHOWN. PLACE 4" CAPON THE 4"DIP AND CREATE A
WATER TIGHT SEAL. DRILL A 2"DIAMETER ORIFICE IN THE CAP.
I II II II II II II II II II -<'r II I
II --~---------~----------a~-.-----------------14-----~--------------~~I-------- ---------~-----------------~---a4--------------------~------------~~-------14- II 3:1 7. STABILIZE THE DRY DETENTION POND WITHIN 14 DAYS AFTER THE END OF CONSTRUCTION. PERMANENT VEGETATION FOR THE DRY DETENTION POND SHALL
I II II II II II II II II II II I 3:1 BE PER THE SEEDING SCHEDULE PROVIDED ON SHEET 8. THE LEVEL SPREADER AND FILTER STRIP SHALL BE INSTALLED PER THE PLANS,
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
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
u u u u u u u u u
4' O.C. BOTTOM OF BAFFLE ELEV. 6.5' BOTTOM OF POND
Pro ress Ener ~i 9 gY
8 8 08/17/11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB Progress Energy Carolinas, Inc. Raleigh, NC
,,~ppu~4q~,, ] 7 ~7/12/2~11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB
• ~ CAR
6 ~6/27/2~11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB TOWN CREEK 23~KV TRANSITION STATION
mow %W WW MW%Wa i BAFFLE SECTION E551p•
5 Dewberry & Davis, Inc. ; 5 05/19/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB DETAILS SH 5 OF 5
1. 4 2301 REXWOODS DRIVE 4 03/29/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB
SUITE 200 PERMANENT BAFFLE DETAIL s o ' 3 3 02/18/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB LOCATION BRUNSWICK COUNTY, NORTH CAROLINA
RALEIGH, NC 27612 k PHONE: [phone] . ~INE NTS
FAX: [phone] SS 2 2 0210312011 95% SUBMITTAL FVR SFP TFB SCALE AS SHOWN SCALE RATIO 1:1
NCBELS # F-0679 NSA p~ ~h~noio~~ 1 1 1213112010 507. SUBMITTAL FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB
NO, NO, DATE REVISION BY CK, APP, DATE 06/17/11 DWG. NO.RDC-57702 SHT 12 OF 16

PATH SIZE LENGTH PIPE SLOPE % MATERIAL COORDINATE TABLE TEMPORARY SILT FENCE, -
PIPE N0. ( ~ FROM TO (INCHES) (FEET) INV UP INV DOWN REMOVETHIS SECTIO": ~
POINT # NORTHING FASTING AFTER RAP RhN FES-13, , SE=E INSET A FOR
P-8 FES-12 FES-13 15 57 9.00 7.00 3.51 CLASS V RCP 1 144448.8055 2312280.3446 GiSSIPAl•OR PAD IS DP-E 1 ~ PIiASE I CONDITIONS IN
LEGEND LEGEND MODIFIED TYPICAL STABILIZED OUTLET INSTALLED m ~ THIS AREA
FOR SILT FENCE, TYP. REFER TO LINE SLOPES WITH MIN. i ~ M ~ ~ ~
P =PIPE 1`fPICAL STABLILIZED OUTLET FOR SILT 18" THICK CLASS BRIP ~1^~ 12'h3
FES =FLARED END SECTION LIMITS OFDISTURBANCE - - - - - - - FENCE DETAIL ON ~HEtT 9. INSTALL RIP RAP OVER Fli_TER i
~ DP = DISSIPATOR PAD , . 1 RAP 2' BE'r'OND DOWNSTREAM SIDE OF ~ ~ 1 1/ 1 h1~ 1 I
j. TEMPORARY SILT FENCE SF 1 , 1 d SILT FENCE VS. 5' AS SHOWN. FABRIC l , , ~ 1L~ ~ ~ ~ ~ ~ cn ~ I ~ ~1/ ~
- , i,.~ . - - ' ~ 1' ,
TEMPORARY STABILIZED OUTLET FOR SILT FENCE , ' _ 24 ACCESS DRIVE, SEE dy ~ -
. \ a~~ , ,
`P TEMPORARY MODIFIED STABILIZED OUTLET FOR SILT FENCE SHEET 10 FOR DETAI. 1
TEMPORARY SILT FENCE, TYP. s ' ' ~kn0 . t~ ~ ~~f 1 ~
SEE SHEET 9 FOR DETAIL , NEW TREE LINE ' 1 '
J A ~ / ~ ' w ~ ' / / ' '
~ TEMPORARY ROCK CHECK DAM . ~ y ~ ~ ~ ~ ~1
1~ ~ ~ ~ ~ L~.10~ ~ _ ~ h SF '1
LIMITS OF DISTURBANCE TYP. . 15
/ ~ ~ ~i~~ ~11 ~ / /
NEW TREE LINE 1
. j~ / ~
. 16 ~ ~ , ~ J_
. / 1 ~ ~ ~ / / FES-12~ SF ~ , j4~~ ~ ~ , ~ .
~ p> ~ I
~ ~ ~ 0 11 ~ k0 ~ ~ i LINE SLOPES WITu a,ilV. I ~I w
1 ec , 1 ~ ~ J / / 18" T~~~K CLASS B RIP
~ ~ 5 ~ SF / / / RAP OVER FILTER ~
a 1 FABRIC . • w~w ;
+ ~ ~
F , ~ ~ ~ ~ ~ ~ 1 1 ,1b $ ,SF c=n~in /
15 16~ 'rn 5''0" V 17 ,16 15 / / STABILIZED OUTLET FOR
8 ~ ~ ,,,i 1 , ~ ~ ° ~ SILT FENCE, TYP. ~ , , ..•ts•'''• •
~ 11 / SEE SHEET 9 FOR ~ ~ FES-13, ~ ;
_a ~yt2 61 ,n ~ , ~ 4''00 ~ ~ , ~ SF / / ~ , ~ i DETAIL ~ DP-E ~ , '
N ~ , ~ , i / ,,.i / I ;
1 a ~20'STONE .
. ~ ~ ~ ~ ~ ~ / i tMPGRARY R( "tMPGRARY ROCK CHECK ~ ~ 1 ~ ~ 168' i ~ i
/ DAM, TYP. SEE 6 . )AM, TYP. SEE SHEET 9 ~ ;
2•~~F ~ ~ ~ ~ ~ FOR DETAIL OR DETAIL ~9: • ~.8 10g~ 11/
J3 ..:t 11 ~ . , ~ i 1 ~ 4
. m ' SF , ~ ~ v ~ ~ 7. , . 16~.eo 12
~1. ~ t ~ a • ~ ,h ~ ~ h3
~ \ i ~ ,SF ~ ~ , ~0 .~6 ' , ,
Y~ ~'j ~ ~ 166100 W r ~ ~ , . ' ~9 ,A ' 166.00 , I ~ 1 ~
E 30'
1 '
.14TH' , •15 tM , I,'~2. w I 1
' ~ 16g ' 'i ' ~
. ~ 1' ; .c~ ' 4, ~ • . 4
1* ....15 ,
' ~ , 2j y r~• tee ,
t3 TEMPORAR. „INSTRUCTION ENTRANCE, ,w j~ . c ,,p ' ~ t,~
' ~ ~~t SHEET 8 FOR DETAIL N ' N . 'A, Q~ ~g 0 ~ 0} \ 12 1
' ~ ,g' , ~~1~
.1 .12 11
INSET A - PHASE I CONDITIONS
NOTE: CONTRACTOR SHALL INITIALLY CONSTRUCT THIS AREA PER INSET A ABOVE. AFTER RECEIVING
PERMISSION FROM PROGRESS ENERGY CAROLINAS, INC. THE CONTRACTOR SHALL TRANSITION AREA TO
CONDITION SHOWN ON PLANS. CONTRACTOR SHALL REMOVE APPROX. 26 LINEAR FEET OF PIPE, REGRADE,
AND REVISE THE RIP RAP DISSPATOR PAD AS SHOWN.
LOW POINT STA. = 9+36.52
o PVI STA. = 4+50.00 0 LOW POINT ELEV. =12.97 0
~i ° PVI ELEV. =18.00 0 a PVI STA. = 9+84.00 o M
TIE TO EXISTING DIRT ROAD, MATCH + ao ~ r ~ M PVI ELEV. =12.00
M r A.D. =1.12 ~ TOP OF STONE ELEVATION TO TOP OF ~ ui _ w ~ ui A.D. = 3.62 ~ ui
EXISTING ROAD U U K- 222.50 U U K=68.99 > ;
m m 250' VC w w m m 250' VC w w
20 20
19 19
0.00%
18 . 18
\ , FINISH GRADE
17 ~ 17 ' ' ' ~ TOP OF STONE
~ / 16
TOP OFSTONE ~ ~ -1.12% / ~
15
FINISH GRADE ~ ~ / 14
14 EXISTING GRADE
13 ~ / ~ / 13
12 ~ 12
11 11
EXISTING GRADE ~ - / /
10 10
9 9
15" CLASS V RCP, SEE SCHEDULE THIS SHEET
8 8
7 7
6 6
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 i+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50
NOTE:
AB T NE A E DRIVE PR FILE ENTERLINE
1. PROFILE SHOWN IS FOR CENTERLINE OF NEW STONE
ACCESS DRIVE. SEE SHEET 10 FOR ACCESS DRIVE
DETAIL. HORIZONTAL GRAPHIC SCALE
30 0 15 30 60 120 Pro ress Ener ~i 9 gY
8 8 08/17/11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB Progress Energy Carolinas, Inc. Raleigh, NC
(IN FEET) ~ 7 7 ~7/12/2~11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB
1 inch = 30 ft. •
6 ~6/27/2~11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB TOWN CREEK 23~KV TRANSITION STATION
v r r ar v i i VtK I IGAL GKAFMIG SGALt .•.O X 0 #'o
: 9 : 5 Dewberry & Davis, Inc. 3 0 1.5 3 6 12 a` 5 05/19/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB ACCESS DRIVE
2301 REXWOODS DRIVE : ; ; C 4 4 03/29/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB PLAN & PROFILE
SUITE 200 3 02/18/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB LOCATION BRUNSWICK COUNTY, NORTH CAROLINA
RALEIGH, NC 27612 3 PHONE: [phone] (IN FEET) li CINE~~.•'
FAX: [phone] inch = 3 ft. S5•.• 2 2 0210312011 95% SUBMITTAL FVR SFP TFB SCALE 1' = 30' SCALE RATIO 1:1
NCBELS # F-0679 lhms/I •0 1 1213112010 507. SUBMITTAL FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB
NO. NO. DATE REVISION BY CK, APP, DATE OBi17i11 DWG. NO. RDC-57702 SHT 13 OF 16

TEMPORARY SILT FENCE, ~ WITH EXCELSIOR
LEGEND LEGEND . REMOVE THIS SECTION '
P =PIPE ~ IMMEDIATELY SWALE IS - • 1 • .
FES =FLARED END SECTION LIMITS OFDISTURBANCE - - - - - - - STABILIZED
DP = DISSIPATOR PAD
TEMPORARY SILT FENCE SF
TEMPORARY STABILIZED OUTLET FOR SILT FENCE ' ~
' ~ ...0~...
TEMPORARY MODIFIED STABILIZED OUTLET FOR SILT FENCE ~ .
o, ~ ~ , ,
NEW TREE LINE

TEMPORARY ROCK CHECK DAM • ; ~ LIMITS OF DISTURBANCE, TYP. '

. ~ ~
' 1 • F ° ~ ~ ~rn rn
' ! 1~ ~ ~ ~ °I 2'`61 P. MODIFIED TYPICAL STABILIZED CUTLET FOR SILT FENCE, PERMANENT DIVERSION 1 I 1 ! 5~ ~ • '
TYP. REFER TO TYPICAL STABLILIZED OUTLET rOR SILT TEMPORARY ROCK ~ 1 i~
I TEMPORARY TEMPORARY SILT FENCE, TYP. • NEW TREE LINE FENCE DETAIL ON SHEET 9. INSTALL RIP RAP 2' 9EYOND CHANNEL 9, SEE SHEET 8 . CHECK DAM, TYP. SEE FOR DETAIL ~ 1 ~
; ROCK CHECK DAM, SEE SHEET 9 FOR DETAIL DOWNSTREAM SIDE OF SILT FENCE VS. 5' AS SHOWN. ~ ' ~ ~ ~ SHEET 9 FOR DETAIL ~
I TYP. SEE SHEET 9 .l FES-~, , /
' FOR DETAIL a DP-C / L% ~ Ir
; 24' ACCESS DRIVE, SEE • I ~ / ~ ~ ~
SHEET 10 FOR DETAIL I FES-9, DP-B / - - /
- - - . pC2
~ a, , , Q ~~x~0 Ox~9
~ ,~0
P-5 FES-6 f ~„gyp i r ~
~ ~ 1 - `'o.
~ ` ` ~a-- - _ _ J I ~ I I N I 1 I I ~ / ` ~ N
~ /r i3 J I ~ i Y ! I 1 I I i~ I ~ I I 11 ~ w 1 ~ ~ P-6 x68p °
i ' ~ ~ ,
y ~ ' ~ ~ ~ ? ( 1?+0 I 1z+n0 ~ ~ .a+00 I I 15+00 1 I 15+Or~ oe ~ .e . _ .9
~ ~ i _ ~ - - - - - - - - - - - - - - - -y - - - - - - - sr~ - - - - - - - - - - - - - - - r - . ~ , ; ~ ~ ~ ~
~ ,P 1 I 11Y ~ , Y _
--J C 109 ~ ~ ~ 1 7 12 ~ ` I 9 10 ~ ~ 1
' ~ ~ ~ _ 70' STnNF i
1 - 11 I I t i ~ pkti`5 _ s~--- sF oXo Q~z
~ SF SF SF ,~i ~ _ -
i 1 ~ I FES-8 ~ /
13, ~ ~
11, r, SF ~
/ R1 + C1 ,y U _ au PERMANENT DIVERSION CHANNELS + ~ ` ~ ~ry
I ~ . u r ~ ~ ~ , ~-ALONG ACGr55 hZUAU, I YF'II:HL rUK \ ~ ~ ~ ~ ~ ~ ` ~
i~ ~ ~ i ' / ~ ~ , BOTH SIDES OF ACCESS ROAD, SEE ~ I s ~
, ' STABILIZED OUTLET FOR SILT FENCE, TYP., SHEET 8 FOR DETAIL w ;r,,
i ' i~ SEE SHEET 9 FOR DETAIL ~ ~ ~ ~
J ~ U~ _ Y ~ , GU w.IHE U ~ ~ , I r=i ~
I ~ , 11.1 I ~
c~ s ' ~ ~ 1 . ~ ' ' ' CI r r • ~ , ' ' 6 WI ,
, ~ • M ~ ,
• ~ ~ ~ 5 1.64 783+80 GUY WIRE 1„340.78' ~ ~ ` ~ ~I~
ww is ar o+es~senanr I W,W ` a
z ~ IN
LOW POINT STA. = 9+36.52 PVI STA. =13+04.00 PVI STA. =19+04.46 PVI STA. =19+67.15
LOW POINT ELEV. =12.97 PVI ELEV. = 20.00 PVI ELEV. =11.00 PVI ELEV. =11.00
o PVI STA. = 9+84.00 ~ o A.D. _ -4.17 $ ~ A.D. =1.50 ~ ~ A.D. =1.02
of ~ - O r °r•' ~ K = 60.02 N N ~ ~ PVI ELEV. -12.00 + + ~ rn ~ M K=33.36 N o ~o K=49.19 rnN
+ ~ - ~ ~ ~ ~ 250' VC ~ r ao ~ A.D. - 3.62 ~ ~ 50' VC ~ ~ ~ ~ 50' VC rn
N ui K = 68.99 m w ui ui vi ui
U> >j UU Uj
m m 250' VC w w m m w w 21 ~m ~w ~m ~w m 21
20 . 20
19 ~ ~ 19
18 ~ 18
°lo J'' 2.50 ~ .
17 ~ 17
' / EXISTING GRADE ~
16 / 16

15 _ . _ -1.50% 15
14 ~ ~ 14
TOP OF STONE
13 / ~ ~ 13
/ FINISH GRADE TOP OF STONE \ ~ ~ ~ _ 12
12 FINI FINISH GRADE ~ . 0 1.02%
~ ~ _ 0.00 /
11 ~ 11 ~
10 ~ . - 10
EXISTING GRADE
9 9
8 8
7 7
6 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 6 '6+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00
NOTE:
AB T NE A E DRIVE PR FILE ENTERLINE 1. PROFILE SHOWN IS FOR CENTERLINE OF NEW STONE
ACCESS DRIVE. SEE SHEET 10 FOR ACCESS DRIVE
DETAIL,
HORIZONTAL GRAPHIC SCALE Pro ress Ener ~i 9 gY
30 0 15 30 60 120
8 8 08/17/11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB Progress Energy Carolinas, Inc. Raleigh, NC
~ 7 ® 7 ~7/12/2~11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB
~j~ (IN FEET)
~!i_ tA~ 1 inch = 30 ft. 6 6 ~6/27/2~11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB TOWN CREEK 23~KV TRANSITION STATION
1109019 i/ V r r MW V i i
7 ~t••. • VERTICAL GRAPHIC SCALE Qo 4 Dewberry & Davis, Inc. . a . % 5 05/19/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB ACCESS DRIVE
2301 REXWOODS DRIVE 3 0 1.5 3 6 12 < t: 4 4 03/29/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB PLAN & PROFILE
SUITE 200 3 02/18/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB LOCATION BRUNSWICK COUNTY, NORTH CAROLINA
RALEIGH, NC 27612 3 PHONE: [phone] E@
(IN FEET) INE••,. cep 2 FAX: [phone] ~5 2 0210312011 95% SUBMITTAL FVR SFP TFB SCALE 1' = 30' SCALE RATIO 1:1
NCBELS # F-0679 1 inch - - 3 ft. •~1 / N~ A 1 I/h1111110j/~ 1 1213112010 507. SUBMITTAL FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB
NO, NO. DATE REVISION BY CK, APP, DATE OBi17i11 DWG. NO. RDC-57702 SHT 14 OF 16

TEMPORARY SILT FENCE, TYP.,
LIMITS OF DISTURBANCE, TYP. SEE SHEET 9 FOR DETAIL
' DRILLING PAD LEGEND LEGEND ' S~ ' -
GRAVEL (TEMP.) P -PIPE
GRASS (PERM.) ' ' ' ' ' ' ' FES =FLARED END SECTION LIMITS OF DISTURBANCE ANCE
x 12.0 DP = DISSIPATOR PAD
'ENCE SF HORIZONTAL GRAPHIC SCALE
9 TEMPORARY SILT FENCE
1 0 TEMPORARY STABILIZED OUTLET LIZED OUTLET FOR SILT FENCE 30 0 15 30 60 120
~ ° o
NEW TREE LINE (IN FEET )
1 inch = 30 ft.

VERTICAL GRAPHIC SCALE
24' ACCESS DRIVE, SEE / 3 0 1.5 3 6 12
SHEET 10 FOR DETAIL
N ? WI ~ ,
~ rn rn - o ~ , 1Q~ ~ 2% (IN FEET )
~ ~M 1 inch = 3 ft.
~ + / ~+00 a
~ ~ 2
o ~ 21+7~J.15
rn ' / ? ~ ~ES 7, N ,
U ~ ~ ~ 2 2 a i OP-C 2% + U ~ U
/ o ~ \ i
i
/ ~ / / ~ A o ~ A o}
ox ° ox 0
?X00 r9 ~Xp0 l9
~0 r ~0 r ~ Y
-P-5 FES-6 P_5 FES-6 i ~ ,
? ~ c' 1 ~ ~
i ~ M i ~ M ~ I r ~ ~ , r ) ? ~ ~ "
~ r9 o r9 o Q 8A ~ r . ~ 8p ~ . .
i ~ ~ / ~ /
0~ " r-- - ~ ~ "~A ~ ~ t ~~'A
' r° ~ I I ~ti ~ ~ ^ti
~ I I
9 ~ ~ I ~ I
- _ I
? i / ~ 0
"0 G~' ,
~a ~ +
/ ~ - ti
~ ~ ' i I 1
~ O
~ ~ ~ i
w~ ~ ~ ~ ~ 14. ~14
S ~ ~ LIMITS OF DISTURBANCE TYP. ~ ~ .
U ~1+81.7
~ ~ TEMPORARY SILT FENCE, TYP., - ~ ~ I ~ s~
~ ~ ?x ~ 21 ~ SEE SHEET 9 FOR DETAIL ~ ~ ~
r I r 24 ACCESS DRIVE, SEE - o
w, w SHEET 10 FOR DETAIL ww
cn cn 13 0 ~ ~
PVI STA. =19+67.15 PVI STA. =19+67.15
PVI ELEV. =10.00 ~ ~ PVI ELEV. =10.00
A.D.=1.02 ~°o A.D.=1.44 rnM
+ + °'O K=49.19 °'O °'O K=34.66 ~o
~w 50'VC ~W ~W 50'VC Nw
UU UU ~j >j
mm WW mm WW
18 18 18 18
17 17 17 17
16 16 16 16
15 15 15 15
14 14 14 . 14
.
13 ~ 13 13 1.44 1.02% . 13
12 12 12 , - - - - - - - - - - - - - - - - - - - . 12

11 ~ ~ - ~ 11 11 . ~ _ 11
_ - ~ ~ . -
10 ~ 10 10 10
9 \ 9 9 9
TOP OF STONE ~ TOP OF STONE EXISTI EXISTING GRADE
8 ~ 8 8 8
FINISH GRADE EXISTING GRADE ~ FINISH GRADE
7 ~ 7 7 7
6 6 6 6
4 5 5 5
••puunu,~I
3 4 4 4 •0•~~ ~ A ~Ql .~NU~q~~
2 3 3 - 3 ~••o~.oEESSr ~ 9r S
1 2 2 2 C
19+50 20+00 20+50 21+00 21+50 22+00 19+50 20+00 20+50 21+00 21+50 21+50 22+00 036 ~ ~
. ~ ~ •S
•
AB T NE A E DRIVE PR FILE N RTHERN ENTRAN E ENTERLINE AB T NE A E DRIVE PR FILE THERN EI ,y~~h~ I nn••••• • BERN ENTRANCE CENTERLINE
Pro ress Ener ~i 9 gY
s 8 08/17/11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB Progress Energy Carolinas, Inc. Raleigh, NC
7 7 ~7/12/2~11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB
~j~ NOTE:
OtAt 0~'~t~ s 6 ~6/27/2~11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB TOWN CREEK 23~KV TRANSITION STATION
1109019 m+ v WW MW %W i i
7 1. PROFILE SHOWN IS FOR CENTERLINE OF NEW STONE • 5 Dewberry & Davis, Inc. ACCESS DRIVE. SEE SHEET 10 FOR ACCESS DRIVE 5 05/19/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB ACCESS DRIVE
2301 REXWOODS DRIVE 4 4 03/29/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB PLAN & PROFILE
SUITE 200 DETAIL. 3 02/18/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB LOCATION BRUNSWICK COUNTY, NORTH CAROLINA
RALEIGH, NC 27612 3 PHONE: [phone]
FAX: [phone] 0210312011 95% SUBMITTAL FVR SFP TFB SCALE 1" = 30' SCALE RATIO 1:1
NCBELS # F-0679 E.NO 1 1213112010 507. SUBMITTAL FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB
NO, DATE REVISION BY CK, APP, DATE OB/17/11 DWG. NO. RDC-57702 SHT 15 OF 16

NOTES: S a~ as . ,
, o, . .I ' ~ ' ' ~ EXISTING CONDITIONS LEGEND: ,
. ~ , / , i 1. THIS SURVEY WAS PROVIDED TO DEWBERRY BY PROGRESS ENERGY CAROLINAS, INC., SURVEY BY ~ ~ , . „ r•
' ~ t . STEWART ENGINEERING. ~ ' • " ' ' ' ' PROPERTY LINE
, • ~ . ' ' ,s AREA UNDERWATER
2. STRUCTURAL LABELS PROVIDED ON CHART ARE FROM SURVEY PROVIDED. NOT ALL LABELS ARE SHOWN , . , , ~ , , K+' , ' ~ '
Iv0 i ~ I • ~ • , ON SURVEY PROVIDED. CONTACT PROGRESS ENERGY CAROLINAS, INC. FOR QUESTIONS. " ~i - • ~ ' WETLAND LINE
• / ~ , , .2% FLOOD LINE
SURVEY NOTES PROVIDED BY STEWART ENGINEERING AREAS FOLLOWS: ' ' ' Op ~ ' ,n. • ~ . .
, l , ,N , ~ ; : ~ .1% FLOOD LINE . . , r ;
' ~ < 1. THIS SURVEY IS INTENDED TO REPRESENT A TQPOGRAPHICAL SURVEY FQR THE PEC CAPE RIVER , SILT FENCE
• w ~ ',+P CRQSSING ALSQ KNOWN ASTHE EAST AND WEST CIRCUITS QF THE "BRUNSWICK-CASTLE HAYNE 230 ~ • ~ ' , m , ~ , , ; ; RIGHT OF WAY
KV LINE {BRUNSWICK-BARNARDS CREEK SECTION)" • ' ' • ~ , ; , • ; ; ~ , WOODLINE
2. HORIZONTAL DATUM IS NAD-83 2007 AND VERTICAL DATUM IS NAVD88. ~ , ; ~ ~ ~ K • , ' ; ~ ; oEIP EXISTING IRON PIPE K ~ ~ WETLAND FLAG
, y . , ~ .
. Z s f' , 'r+ ' r , NTR L F R THI PR E T WA E TABLI HED BY VR - P METH D AND I TIED T N RID ~ r ~ a l ' 3 CO O Q S OJ C S S S S G S O S S 0 CGS G ~ •r~-~ . • ~ , ,
MONUMENT HARDEES. , I~'-~''`'•, e$~BSA~~ x 15.9 SPOT ELEVATION
~ ' ~ REINFORCED CONCRETE PIPE
1 • NCGS HARDEES ~ a ,
• , ' ~ , ` ECM EXISTING CONCRETE MONUMENT • $
N 1 7 2.12 ~ • '1 ti5, 8 ~ r...... ' ~ ~1 15'CMP CONCRETE METAL PIPE
,336,080 9 , -mot - ~ 4''~ Q0'4r
ELEV. 40.35 ~ ~ I ~ •ci. ~ ~ , •
~ '
4. EXISTING CQNTROL BY MCKIM AND CREED WAS LOCATED AS SHOWN. ` •e I' ~ ~ 9 . ' . R . ( ' , 9 ~ ' ~ y~q_! . .
j yy , ~i ' r ~C,' • , ? ,5 ' • ~ , ~ r ~
5. ALL DISTANCES ARE HORIZONTAL GROUND. ALL MEASUREMENTS AND COQRDINATES ARE IN U.S. • ~ • ! I ,
RVEY FEET. ~ ' ~ SU ~ , + J 5 ' • '
, 6 j f ; I S ~ , x 4 0 ~ , ~ jCT s ` ~/V,
6. PROPERTY CORNERS ARE SHOWN, HQWEVER, A FULL BQUNDARY CQNFIRMATION IS NOT COMPLETE j ~ • ON , ,
q ~ ~ ' AT THE TIME QF THIS SURVEY. , • ~ ~ , Wp a 1~F
D r( • 05 q
7. THIS MAP DOES NOT CQNFORM TO G5 47-30 MAPPING STANDARDS. • ~t3 ~ . _ , w , ' w~ . ' ~ . ' , ~ ~ ~ SFr<$ •J
8. UNDERGROUND UTILITIES WERE LOCATED USING SUBSURFACE UTILITY ENGINEERING TECHNIQUES. ' ' • • • • • • • ~ • • • ' ' , ~ ~ , I ~ \ y l
~ .
9. A PORTION QF THE SUBJECT AREA LIES WITHIN THE FLOOD HAZARD ZONE X AS DEFINED BY THE ~ ' ~ ' , ~ ? - ~ , ' _ , l . - -.1' I l ~ ~ '
, FIRM #S 3720312400K, 3720311440K, AND 3720310400J, EFFECTIVE DATE JUNE 2, 2006. ' • • ~ei . , , ' , , • • ~ ' , ' • ~ , • • - ' ' ' • , ` J• i ~ f ~
'a h •
~ ~ \ ' 10. WETLAND WERE DELINEATED BY ENVIRONMENTAL SERVICES, INC. ON DECEMBER 21, 2010. ~ ~ , ' . , a j •.y ~ • 1 q,~.'• .~S Qp,~'',~
, ~ WETLAND FLAGS WERE LOCATED BY CONVENTIONAL SURVEY METHQDS EXCEPT WHERE SHOWN IN • , . • , , ~ • , ~
I• / ' PARENTHESIS, IE. {GPSj. ~ , ' / .
- ti ' •n . ` •
, ~ ~ • . 11. TOPOGRAPHIC SURVEY IS DATED OCTQBER 15, 2010. WETLANDS SURVEY IS DATED JANUARY 13,
• , 2011. .
! • ~ a • • i 4~~ % ' k '•r
I AR . • ' , ~ ' S Op . • ~ ' . ~ M'
, s I OU Tq 0 ~ , . . " / . .
. , . gRaN ~
a • r ' ~ ' • , . ,
_~~~~T~._ r ~-~~„~-.~~~:J , , 'tee ' +Cb
I ~ ; °
------------------t-- -1---
• ~ k , f , SO
~ . ON
p ao Q 4 ,
' SFP ~ / ~ , ~r'!
- - - - - - - - ~ 0+ ~r~~~ ~ ~'i ~ sir ~ ~.~~~i~ ~~~~~ir-. T. rl~~ . t $ ~ ~ . . . . ~ ~,4-` ......tom '.ry...
• ~ ' ~ • • ' + r ~ rr~ • I ~ • , . . • ,
. ~ ~ f • , .I? . •a~' ,I • •ti , ~ • • ~ $ • • ~ J
• ~ ~ ~ ` ~ ~ / 'GUY WIRE F~• 2~~ f~,~ ~ ,
' - '~s ~ ~t?ISk~o ~ ,;1'~,•,
. GUY WIRE •6 ~
782+0W.• 783+~'~--~ ~ 784+00 85+00 786+00 78700 788+00 789+00' , . r752r . ' EAST W ST BA5ElINE ` ]92+0P} ' '
, - ~Y~~ 744+~ ,r 1® I®2 r ,
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• ' . • GUY WIRE ~ ~ ~ ~ '
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~ ! 769,15 1•q N 64'34't?4' E N 64' 91'48' .
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'9 ~ EXISTING STRUCTURE DATA (EAST L[NEi A IW Ti- N R T P _ 9 t~' 128 ES CO C E E OLE -J'
Q ]17 iwEST) CONCRETE POLE TYPE -HFRAME Q ~ ~p ,O 128 (EAST)-WOOD POLE 129 (EAST)-CONCRETE POLE _ NO DATA
~ 128A NO DATA LENGTH 80FT c q /T` WEIGHT 13599 - J-~ , rw
CPL 116 (WEST)-WOOD POLE S7 CLASS 321 ~ FL-74 119 (EASTi-WOOD POLE NO DATA
,p ~ / FABR N0.1258-2-2 DFC NO DATA DATE 12-21-88
c c T- P 3-89 115 twES) w000 OLE CPL NO DATA ~ 1 F~aap
118 tEASTa-wODD POLE ~ 127 (EAST)-CONCRETE POLE NO DATA
THE 2 OUTSIDE POLES READ: ]27 twESTi-CONCRETE POLE 114 twEST)-WOOD POLE GRAPHIC SCALE \ , ` /
CPL 117 tEASTa-WOOD POLE THE 2 OUTSIDE POLES READ: NO DATA LGH-89 NO DATA CPL
CLASS-485 LGH-80 ]13 (WEST)-WOOD POLE 40 0 20 40 r 8(} 160 1
THE INSIDE MIDDLE POLE READS: 116 (EAST-WOOD POLE CLASS-485 NO DATA CPL NO DATA THE INSIDE MIDDLE POLE READS:
LGH-79 CPL 112 (WEST)-WOOD POLE (IN FEET) Pra ress Ener
CLASS-485 115 (EAST)-WOOD POLE LGH-70 NO DATA NO DATA CLASS-485 ,inch = 40ft. ~ ~
126 tEASTI-WOOD POLE 111 (WEST) -WOOD POLE
STAMP UNCLEAR 114 tEASTa-WOOD POLE 126 cwEST)-w00D POLE NO DATA STAMP UNCLEAR $ 8 0$/17/11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB Progress Energy Carolinas, Inc. Raleigh, NC
NO DATA 125-STEEL FRAME 118 iWEST)-WOOD POLE ~ 7 07/12/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB
~ NO DATA ~ ~~Ar Q~~t~ TYPE HFRAME ~
6 06/27/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB TOWN CREEK 230KV TRANSITION STATION
199io±r ir/ Vr W W so V i i 124-STEEL FRAME TOWER LMNU lH /U
NO DATA EIG 12000 16 5 Dewberry & Davis, Inc. CLASS 302 FT KIPS 5 05/19/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB EXISTING CONDITIONS
2301 REXWOODS DRIVE 123-STEEL FRAME TOWER FABR. NO 1258-1-2 4 4 03/29/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB
SUITE 200 NO DATA MFG 12-25-88 3 0211812011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB LOCATION BRUNSWICK COUNTY, NORTH CAROLINA
RALEIGH, NC 27612 CUSTOMER CPL 3 PHONE; 919,8819939 122-STEEL FRAME 75/1
FAX: [phone] NO DATA 2 02/03/2011 95% SUBMITTAL FVR SFP TFB SCALE 1' = 40' SCALE RATIO 1:1
NC13ELS # F-0679 EO. 121 (EAST)-WOOD POLE 1 12/31/2010 50% SUBMITTAL FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB
NO DATA NO. DATE REVISION BY CK, APP, DATE 08/17/11 DWG. NO. RDC-57702 SHT 2 OF 16

NOTES: - ° ~ J
' ~ l ~ ~ ~ _ _ 1 ,l ~ 1
1. SEE SHEET 2 FOR TOPOGRAPHIC SURVEY NOTES. / ~ ~ \ ' ' ~ ' ~ . ~ ~ / ~
/ ~ ~ _ ,
/ ~ 1 2. PROGRESS ENERGY CAROLINAS, INC. EQUIPMENT PLAN SHOWN FOR CLARITY 1 ~ ~ /
ONLY. THIS EQUIPMENT LAYOUT SHALL NOT BE USED FOR CONSTRUCTION. ~ ~ ~ J ,J
f
- ~ 1 ~
LEGEND J J J
LIMITS OFDISTURBANCE - - - - ~ ~ ~
1 / 1
SEASONAL HIGH WATER LEVEL BORING LOCATIONS I
I 1
NEW TREE LINE I
~ , ~ \ 1 l
I ~ 1 1 ~ ~
I 1 J l~
~ ` r ~ i r /
~c i
~ ~
1 J I'
'I 1 1

~1 I / I I~
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,t r I
~ /
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i ,i
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' \
/ ~ ~ _ / / ~
~ ~
I .
/ r ~ ~ e , - ~4I
r
~ . LEVEL SPREADER AND
ENGINEERED FILTER LIMITS OF
l LIMITS OF STRIP
~ SEE SHEETS 13-15 F( BEETS 13-15 FOR SEE SHEETS 4-7 FOR DISTURBANCE, TYP. ~ \ ~ JURISDICTIONAL
NEW WORK PLANS ~ ~P" JORK PLANS NEW WORK PLANS LIMITS OF \ WELTANDS
I r~ JURISDICTION~'!L
A ,a ~ ~ y q 6 '~N WELTANDS
~ ~'9A 89 N ti ~ 1 a.
DRY POND
~ ~ SHWL-3 ~ ~c
LIMITS OF JURISDICTIONAL
' WETLANDS, TYP. ~ ~c'i. SHWL-2 ~
CHAIN LINK ~ I
' ` NEW TREE LINE, TYP. . ~ ~ SHWL-1 FENCE
~ a ti~ (BY OTHERS) lb
tr,~ ` \ (
E ~ ~ ~ ~ ~ ' 1 \
4 • ~ EDGE OF GRADE _
` I
1 TIE NEW ABC STONE ACCESS 91 ~ I y
DRIVE TO EXISTING ROAD SHWL-ALT1 I SHWL-ALT2 ~
LIMITS OF DISTURBANCE TYP. 24' ACCESS DRIVE, - I ~ TEIv;P I
SEE SHEET 10 FOR - - - - . ~ ~ ~ DRILLING I
DETAIL
~i"n I---•_M~,~PAD y _ _ _ _ _ ~ I - i
------~i
~I ~ ~ ~ EAST WEST BASELINE
i I I ~ ~I~
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! ~ ~ • % % NEW WORK PLANS M '~•~•y JORK PLANS NEW WORK PLANS W (BY OTHERS)
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8 8 08/17/11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB Progress Energy Carolinas, Inc. Raleigh, NC
7 7 ~7/12/2~11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB
ri •
OtAt 0~'~t~ s 6 ~6/27/2~11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB TOWN CREEK 23~KV TRANSITION STATION
~?,i,~ i/ V r r i1/ V i i
• 5 Dewberry & Davis, Inc. 5 05/19/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB OVERALL SITE LAYOUT
2301 REXWOODS DRIVE GRAPHIC SCALE 4 4 03/29/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB
SUITE 200 80 0 40 80 160 320 3 3 02/18/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB LOCATION BRUNSWICK COUNTY, NORTH CAROLINA
RALEIGH, NC 27612 PHONE: [phone]
FAX: [phone] 0210312011 95% SUBMITTAL FVR SFP TFB SCALE 1" = 80' SCALE RATIO 1:1
NCBELS # F-0679 (IN FEET) ENO. 1 1213112010 507. SUBMITTAL FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB
1 inch = 80 ft. NO. DATE REVISION BY CK, APP, DATE 06/17/11 DWG. NO. RDC-57702 SHT 3 OF 16

,i
NOTES: - ~ - ~
CLEARING LIMITS COORDINATE TABLE _ . J , J a ~ ~ ~
1. SEE SHEET 2 FOR EXISTING CONDITIONS. ~ ~ ~ '
POINT # NORTHING FASTING J/ JI
1 145584.3489 2314415.1575 2. SEE SHEET 6 FOR EROSION AND SEDIMENT CONTROL MEASURES. 2 J
145642.0231 2314387.0635
3 145659.6022 2314343.1831 3. CONTRACTOR SHALL RESTORE THE DISTURBED AREA (WITH THE EXCEPTION OF THE TEMPORARY DRILL 4 14 2 14 2. 7
PAD T EXI TIN RADE NLE THERWI E H WN N THE DRAWIN 5655.6860 3 30 509 0 S GG U SSO S S O 0 GS
5 145636.1113 2314262.3248 ,
6 145733.4626 2314085.6675 4. ALL UTILITIES SHALL BE PROTECTED AND REMAIN ACTIVE UNLESS OTHERWISE NOTED. CONTRACTOR SHALL
7 145607.0436 2313826.1414 NOT DISTURB UTILITY POLES, GUY WIRES, OR ANCHORS WITHOUT PERMISSION FROM PROGRESS ENERGY
8 145585,3013 2313836.7324 I CAROLINAS, INC.
9 145374,4936 2313733.9824 ' f
10 145407,1928 2313725.1198 5. CONTRACTOR SHALL SEED, MULCH, AND TACK ALL DISTURBED AREAS NOT RECEIVING STONE PER EROSION 11
NTR L PLAN. 145465,4676 2313731.2617 CO 0 1
12 145443.9264 2313651.7841 ( ,
13 145396.7289 2313686.5127 J
6. CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATION OR DISRUPTION WITH PROGRESS ENERGY 14
AR LINA IN 145311.6868 2313709.5620 C 0 S, C 1 5 145282.4538 2313649.7777
16 145273.5969 2313653.9807 I
7. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS WITHIN THE LIMITS OF DISTURBANCE. 17 144955.6812 2312990.3071
18 144894.9022 2312912.3959
8. CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ALL CONSTRUCTION WASTE AND EXCESS 1 9 144908.6465 2312901.6740
MATERIALS AS WELL AS ALL UNSUITABLE MATERIALS OFF SITE. CONTRACTOR SHALL PROVIDE PROGRESS 2 0 144880.3898 2312865.4524 /P
ENERGY CAROLINAS, INC. WITH PROOF OF DISPOSAL, AT PERMITTED LOCATION. 21 144866.6456 2312876.1743
22 144820.9565 2312817.6065 l
LEGEND 23 144810.7948 2312825.6606
24 144389.6277 2312285.7756 -
25 144454.3568 2312167.2643
CLEARNING LIMITS/LIMITS OF DISTURBANCE • - - - - ~ - / \ ~
NEW TREE LINE \ , ` ~
'
\ /
CLEARING LIMITS / LIMITS OF
DISTURBANCE, TYP.
LIMITS OF JURISDICTIONAL
WETLANDS, TYP.
~ SEE SHEETS 13-15 FOR ' l 13-15 FOR SEE SHEETS 4-7 FOR LIMITS OF JURISDICTIONAL I 1`v
NEW WORK PLANS LANS NEW WORK PLANS WETLANDS, ~-YP. I 1
~ ~ ~ ~r ~ I A A ~6
dl ~ e p ti 6 qti 7
J~ ~~2„~ J ~9 iti ~
An r r ~j) N 8~
r LIMITS OF JURISDICTIONAL I ~ ~
WETLANDS, TYP. 12 y '
d ~

1 13 10
CLEARING LIMITS / LIMITS OF ~4 5 -3
DISTURBANCE, TYP.
LIMITS OF JURISDICTIONAL
17 EXISTING TREE LINE, TYP. CONTRACTOR SHALL VERIFY 1p 15 14 9 I WETLANDS, TYP.
CLEARING LIMITS IN THIS AREA WITH 20 1!t EXISTING TREE ~ 2
j PROGRESS ENERGY CAROLINAS, INC. 21 , ~ I LINE, TYP.
EXISTING TREELINE IN THIS AREA w _ _ _ 1 ~g i o ~ ) :
NOT SURVEYED. 4 ~ "
25 NEW TREE LINE TYP. 22 h~, ' ~ " " ' _ " " " ' ~ I 1 _
- d- . • , s Y1ilE. I , " ~ ~ ~
~ y ~ ~
/ ,r' ~ ~ ` J - - - - - ~ - - ~ r EAST WEST sASELINF
- ~i• . y /
. / / / ~ I I Gur vIRE I
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y ~ y y ~ Nl~ ~ I I
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~ i ' ' / / M CII VIBE ~ ~~~F' ` • 01 .11 'IOC I M M
1 . / / / ~ ~ ` I I I
1 _ .
/ +"R r.~ rr 1
- „ ' SEE SHEETS 13-15 FOR ' . •i" 13-15 FOR SEE SHEETS 4-7 FOR
- ~ , NEW WORK PLANS LANS NEW WORK r~ANS ~ ,
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8 8 08/17/11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB Progress Energy Carolinas, Inc. Raleigh, NC
7 7 ~7/12/2~11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB
ri •
OtAt 0~'~t~ s 6 ~6/27/2~11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB TOWN CREEK 23~KV TRANSITION STATION
110901 i/ V r r MW V i i
• Dewberry & Davis, Inc. GRAPHIC SCALE 5 5 05/19/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB CLEARING PLAN
2301 REXWOODS DRIVE 80 0 40 80 160 320 4 4 03/29/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB
SUITE 200 3 02/18/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB LOCATION BRUNSWICK COUNTY, NORTH CAROLINA
RALEIGH, NC 27612 3 PHONE: [phone] (IN FEET) 2
FAX: [phone] 0210312011 95% SUBMITTAL FVR SFP TFB SCALE 1" = 80' SCALE RATIO 1:1
NCBELS # F-0679 1 inch = 80 ft. E.NO 1 1213112010 507. SUBMITTAL FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB
NO, DATE REVISION BY CK, APP, DATE OB/17/11 DWG. NO.RDC-57702 SHT 4 OF 16

T
NOTES:
( LEGEND 1
1. PROGRESS ENERGY CAROLINAS, INC. EQUIPMENT PLAN NOT COORDINATE TABLE u~ q z R I ~q I
F SHOWN FOR CLARITY. - - - - - - ~ A , LIMITS OF DISTURBANCE W
POINT # NORTHING FASTING N I
2. ALL UTILITIES NOT SHOWN FOR CLARITY. 145363.3921 2313680.0239 m FENCE 1
2 145331.5709 2313889.6222 ~ i
3. 6"STONE NOT INCLUDED IN INITIAL GRADING WORK INSIDE THE ~ NEW TREE LINE 3 145329.4899 2313894.4844 ~ t
1 UTILITY FENCE. 4 145147.7338 2313785.3573
~ 1
EDGE OF STONE (BY OTHERS) ~ • • ~ • , 4. CHAIN LINK FENCE NOT INCLUDED IN INITIAL GRADING WORK. " " " " " " " " " " " ' ~ z •I• ~ ,
. ~ , S~ Op0 A
5. SEE SHEET 6 FOR STORM DRAINAGE SCHEDULE. a,
eo N rq Fo
6. BASELINE SHOWN IS BASED ON ORIENTATION OF CENTERLINE ~ ` ~ 4gRY pN
ON SURVEY PROVIDED. EAST WEST BASELINE MATCHES ~
ALIGNMENT OF CENTERLINE FROM PI STA 783+34.33 (STR 118) ' ~
TO PI STA 791+09.55 (STR 122). CONTRACTOR SHALL VERIFY
BASELINE ALIGNMENT WITH PROGRESS ENERGY CAROLINAS, ~ I
INC. PRIOR TO BEGINNING CONSTRUCTION. Cpq~s ~pq~
7. DRILL PATH ENTRY POINTS ARE BASED ON DRAWINGS 7G'.~~,gr
PROVIDED BY PROGRESS ENERGY CAROLINAS, INC. REFER TO q1' g+ ` pq~6.pCs
DRAWINGS TITLED " BARNARD CREEK -TOWN CREEK 230KV ~
LEVEL SPREADER AND
UNDERGROUND TRANSMISSION LINE - PROJECT N0.20071377" pFS '0E'S ' ENGINEERED FILTER
FOR UNDERGROUND TRANSMISSION LINE LOCATION AND n~.4 STRIP, SEE SHEET 11
PROFILE. UNDERGROUND TRANSMISSION LINE DRAWINGS HAVE FOR DETAIL cp ~ cpAh A/~~pC~ C'0A d '°CS
BEEN SUBMITTED UNDER A SEPARATE PACKAGE BY OTHERS. ~j

y. Jo~rS olo,
W r~
®A~ ~ ~ ~
DRY POND, SEE Cr. _ r<
SHEET 12 FOR I
DETAIL
i ~ 1
~ ' ~ ~ ~
z
Q J t
a EDGE OF STONE, Y
a ~ ~ (BY OTHERS) / ~ 'OC?
3 -a, N 1
> D > N CO '°CS~ ~
Z ~ LIMITS OF DISTURBANCE, TYP. 20' ; ~ U 24 ACCESS DRIVE, 210' ~ ; ~ i'
O U 1 SEE SHEET 10 FOR ; i
w Q b ABC ~ ~ DETAIL N ~
0 STONE ; cn M LL
w w AGATE 24' GATE
~ = ~ , W LL I N ' (BY OTHERS), /
w 0 ~ i I ~ TYP. /
Na WD ? J
w z / -
N a ~ / ~ 80' 130' ~ 26
~ / c°v ABC ' / ? 20' ABC STONE ' ; I TEMPORARY 8"ABC I
/ STONE ' / ~ I STONE PAD FOR ~ ,
/ 20' ~ I DRILLING OPERATIONS, ~ ~
. ~ ~ 106' ~ 156' ~ / / ?p / / 0 APPROX. 80' X 160' < pp0 ~ ~
'Q / /
/ ~ ~ - / / ' , co J ' I ~ T. I ~ NEW TREE LINE, TYP. I I
N ~ o
? N R ~ IS ? 0 I ' I DRILL PATH ENTRY I - -
24 ACCESS DRIVE i I 1~' T I ~ POINTS. SEE NOTES
20' ABC STONE ~ ~ ~ ~ ~ / / ~ I THIS SHEET. I
- - - - - - - - - EDGE OF GRADE N ~ ~ 6 OF N0.5 STONE I JE ~ N I ~ P i _ _ ~ EXISTING TREE LINE, TYP.
. 6' ~ ; , , (?Y OTHERS) 1..~ . , 2 3 ~ ~ r ~ 6~:~ I I
I I le
i ~------_---~----_~~~_-------L--- ~
~ I ~l 1
~ ~ ~ ~ ~ ~ ~ po ? ` ~ ~3 ' GUY WIRE ~
26' n P n2?.rl .
? 1 ; _ - ~ll•
^ti ? ~ 20 ABC 0 ~ ask
~ i, r STONE ~ ~ 88
i • , : I I EAST WEST BASELINE
- - - - - - - - - - - - ~ 24' ACCESS DRIVE, ' 10' ' T CHAIN LINK FENCE WITH • KITH ;
~ ~ ~ry SEE SHEET 10 FOR ~ 3 STRANDS BARBED WIRE VIRE '
~ ~ ~ ~ ~ DETAIL b ABC N ON TOP, TYP. (BY OTHERS) IERS) I Y WIRE
~ ~ ~ N STONE ~ ~ ~ ~ i
r v, ~ • 8~ ? ~ EDGE OF STONE,
~ ~ GATE , 2~ ~ ~ , A~ ~ ~ ~ ~ (BY OTHERS)
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Pro ress Ener ~i 9 gY
8 8 08/17/11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB Progress Energy Carolinas, Inc. Raleigh, NC
7 7 ~7/12/2~11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB
ri •
OtAt 0~'~t~ s 6 ~6/27/2~11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB TOWN CREEK 23~KV TRANSITION STATION
~?,i,~ i/ V r r i1/ V i i
• 5 Dewberry & Davis, Inc. 5 05/19/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB SITE PLAN
2301 REXWOODS DRIVE GRAPHIC SCALE 4 4 03/29/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB
SUITE 200 30 0 15 30 60 120 3 3 02/18/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB LOCATION BRUNSWICK COUNTY, NORTH CAROLINA
RALEIGH, NC 27612 PHONE: [phone]
FAX: [phone] 0210312011 95% SUBMITTAL FVR SFP TFB SCALE 1- = 30` SCALE RATIO 1:1
NCBELS # F-0679 (IN FEET) ENO. 1 1213112010 507. SUBMITTAL FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB
1 inch = 30 ft. NO. DATE REVISION BY CK, APP, DATE 06/17/11 DWG. NO. RDC-57702 SHT 5 OF 16

T
NOTES: STORM DRAINAGE SCHEDULE
(I/~ ~ ; • 4? ; ~ PIPE N0. PATH SIZE LENGTH PIPE SLOPE MATERIAL • FROM TO (INCHES) (FEET) INV UP INV DOWN
1. DISTURBED AREA = 9.88 ACRES ` N ~ ' 9. DRILL PATH ENTRY POINTS ARE BASED ON DRAWINGS u~ • ~ ~ ~ ' z ~ , ~ ,
~ , PR VIDED BY PR RE ENER Y AR LINA IN ~ ~ 9 ' , ~ ' P~ OS-5 LS FOREBAY 12 34 7.50 7.33 0.5 DIP
2. SEE SHEET 2 FOR EXISTING CONDITIONS. 0 OG SS G C 0 S, C w . REFER TO DRAWINGS TITLED BARNARD CREEK -TOWN Q ~ , ~ ; ~ •
CREEK 230KV UNDERGROUND TRANSMISSION LINE - m ~ ' • P-5 FES-6 FES-7 15 65 8.75 8.43 0.5 CLASS V RCP
3. CONTRACTOR SHALL INSTALL ALL MEASURES NECESSARY = 1 ~ ' ' PROJECT N0.20071377 FOR UNDERGROUND ~ ~ '
FOR EROSION AND SEDIMENT CONTROL. , TRANSMISSION LINE LOCATION AND PROFILE. 0 ~ ~ , • ~ ; ~ P-6 FES-8 FES-9 15 45 8.75 8.53 0.5 CLASS V RCP
cn ~ , , UNDERGROUND TRANSMISSION LINE DRAWINGS HAVE _ ~
4. CONTRACTOR SHALL MAINTAIN EROSION AND SEDIMENT ~ , • BEEN SUBMITTED UNDER A SEPARATE PACKAGE BY ~ F ~ P-8 FES-12 FES-13 15 57 9.00 7.00 3.51 CLASS V RCP
CONTROL MEASURES IN ACCORDANCE WITH THE NORTH 0 ,
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING OTHERS. z 7EMFORARY SKIMMER ;ARY SKIMMER, **SEE SHEET 14 FOR P-8
AND DESIGN MANUAL. ~ SEE SHEET 12 FOR DE' .ET 12 FOR DETAIL STRUC. TOP ELEV.
AND SEQUENCING ~UENCING
TILIZE DRY P ND F R EDIMENT T RA E tt ' 5. CONTRACTOR SHALL RESTORE THE DISTURBED AREA TO U 0 0 S S 0 G , S , , BMP OL BMP OUTLET, SEE OS - 5 12,50
EXISTING GRADE UNLESS OTHERWISE NOTED ON SHEET 12 FOR DETAILS ON TRANSITION , - ~ SHEEN SHEEN 12 FOR DETAIL
DRAWINGS. CONTRACTOR SHALL SEED AND MULCH ALL FROM SEDIMENT STORAGC TO DRY DETENTION .
AREAS NOT RECEIVING STONE. ~ POND RIP RAr RIP RAP PERMANENT LEVEL
- I FOREB~ \ TEMPORARY BAFFLES, , FOREB~IY, SEE SPREADER, SEE
` s/ 6. CONTRACTOR SHALL INSTALL JUTE OREXCELSIOR - - ~ , SEE CONSTRUCTION SHEET ' SHEET 11 FOR SHEET 11 FOR
MATTING ON ALL SLOPES 3:1 OR STEEPER. LIMITS OF JURISDICTIONAL SPECIFICATIONS ON SHE:'~T 12 DETAIL DETAIL DETAIL
WETLANDS, TYP. _ ~ ~cc~.
7. SEE SHEET 8 FOR EROSION AND SEDIMENT CONTROL ' , pA~.pCs
• 9. ~ SF S SEQUENCE AND SEEDING SCHEDULE. - SF ~ .....y......
,
~i' 8. SEE SHEET 9 FOR DISSIPATOR PAD (DP) DETAIL AND s 12 -
. • pF4 ~ 15' WIDE ACCESS PERMANENT BAFFLE, SEE SCHEDULE.
. DRIVE COMPACT SHEET 12 FOR DETAIL ~ , Cp TEMPORARY s!~T FENCE,
' k GROUND TO 95% 5 - •4 , q~~'0c REMOVE THIS SECTION ' • • , • • ; 'Q
~ , ; AND SEED 1 , ; 9 ao _ 1 IMMEDIATELY AFTER LEVEL J(/p„
....-.8 1 0 ~ _ SPREADER AND FILTER STRIP .'~lSQ ' `•v
, f . / T , EMERGENCY Wi~!P,, 30 L(?NG OS-5
/ / AT ELEVATION 11.2;;. ~iNE ~ ~ / X 7.5 6.50 b.0 ARE INSTALLED ~ ICrI
ti TEMPORARY SILT FENCE, / I ~ ENGINEERED FILTER STRIP, ; l ''9/; '
' ~ REMOVE THIS SECTION WITH EXCELSIOR MATTING / / I - ' / x1`1. ' ? ~ . SSE SHEET 11 FOR DETAIL ' ~ k 1
• ~ IMMEDIATELY SWALE IS / • 1 / P-4 , I P-4 ~ , ,
' ~ ~ STABILIZED ACCESS TO / I I / ~
5~ DRILLING PAD ~ y ~ I ' GRAVEL TEMP. . ( ) TEMPORARY SILT FENCE,
, ; GRASS (PERM,) 'g ' J SEE SHEET 9 FOR DETAIL 1~ pc
~ ~ x12.0 10 x12.( X12.a '1
N ~ z • 0~. 9 12 1 11 10 ~,o ~ ~ , > ,
Q ~p ' ' ' ' ' ' " ' ' ' ..\8 8 LI^AITS OF JURISDICTIONAL ,
a ~ o 0 WETLANDS, TYP. I . : Caq~
0> ~ ° o -
, ~ ~ 3~
o ~N W U LIMITS OF DISTURBANCE, TYP. ' ~ STABILIZED OUTLET FOR
zw , SILT FENCE, TYP. SEE / .
~ U 1 0 U ' 13 SHEET 9 FOR DETAIL
~ ~ ~ ,
0 ~ ' • . EDGE OF STONE (BY OTHERS) M LL ~ /
ui ~ rn rn • 1 ~ . ~ k
ACCESS TO SF ~ 2•e , ' 1
W 0 ~ ; ~ ~ N M _ ~ PERMANENT DIVERSION ~ ~ 5 ~ ~ ~ , : DRILLING PAD
a i ~ , cn TEMPORARY ROCK CHANNEL 9, SEE SHEET 8 i - • ' ' ' w ~ CHECK DAM TYP. SEE - - - - : GRAVEL (TEMP.) ~ ~ • • • ~ II
w z ~ , U a FOR DETAIL ~ , ' GP,ASS (PERM.) - B _ / , j '
SHEET 9 FOR DETAIL / i ;
FES-7, / ~ ~
DP-C ~ • / 2% / , PERMANE~V~~ ;;IVERSION • .~~c',~
/ ~ I L CHANNEL 1, SEE SHEET 8 + N I • • • • • ' • • '
FES-9, DP-B / ~ '
/ ~ ° - t / a ~ i o FOR DETAIL • '
~ ~ o ~Jr ' A of ~ ~I ~ TEMPORARY 6"ABC STONE •
0 , JU 9.4 8.6
R . FES-6 ~ Is P-5 ~ ~ , • PAD FOR DRILLING ~ - _ _ _ ~ ;
, 1~ - w T , F I , OPERATIONS, APPROX. 80' ~ ~ _ J I ~ , rn
1a T 4 • M N , •'~9 , X150'
~ t - - - - ~ W , ~ ~ ~ , ~ .
i ~ fti A0 ~ ~ ~ ETC ~ - - • a;
I ~ N f./~ ' V I i .f ~ ~ ~ 9 4 DRILL PATH ENTRY POINTS. ~n • • _ . SEE NOTES THIS SHEET. ~ $.5 • p..... ' ' , '
I I ~ ; I ' _~T~~a
. 10 10 ~
~ 10 ~ ~ ~ ~ 9 ~ ~ ,
~ ~ ~a r~? 9 ~ ~ ~ 9 • ~/d
10 ~
11 ~ 11 ~ • 'g a
- ~ pn. Ao~ r ~ I ,
SF , - _ ~ 2% ~ FESB ` ;
~ s _ ~ ; I ~ I EAST WEST BASELINE
~ , . ~ ~ TEMPORARY SILT FENCE, J
~ ~ ` ~ ~ o 0 PERMANENT DIVERSION CHANNELS ~ ~ , • I • • REMOVE THIS SECTIONS
~ L ALONG ACt;~SS ROAD, TYPICAL FOR ~ ~ ~ ' GUY WIRE ' m' ' • 'll II' I AS NECESSARY FOR ;a •N ; ,
~ ? 14 1 14 DRILLING OPERATIONS ` ~ '
BOTH SIDES OF ACCESS ROAD, SEE SF ~ . 7 ~ 2 ~~I ICI I k lg • ; , ,
SHEET8FORDETAIL ~ ,.~r~ r~ o ~ 2 ~ , / , • I t ,
~ r ~ .e•' ,
~ i ~ _ ~ ~ _ o ~ ~ k1
1
~ 1 ~ 9 ;k 11 ; • ~r. ° ~ '
GUY W R ~ IE ~ I 1Y WIRE
' ~ 13 ~ ~ ~ ~
1 ~ o. o 1. ~ , ~ 4 ~ r o ~ I
~
s , ~ 13 13 I ~ ,,,,''~uunu,,,I,,,,
' ~ ~ , b ~ _ 13 , 4, 0
15 14 -15 6 ~ 17~ .1 S
, ~ - ~ GUY WIRE• ' • . . ~ . ~ 1 . .
' •e~. ~ SF SF U' i• SF ....E ~
. _ • ' - ' ' - ' ' ' ~ PERMANENT DIVERSION ~ J ! 1
' • ~ CHANNEL 2 SEE SHEET 8
FOR DETAIL
. . LEGEND ,
k , J~a LIMITS OFDISTURBANCE - - - - - - -
LEGEND k Pro ress Ener ~i 9 gY
_ 16 CB -CATCH BASIN TEMPORARY SILT FENCE SF
P =PIPE $ 8 08/17/11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB Progress Energy Carolinas, Inc. Raleigh, NC
MH =STORM MANHOLE ~ ~j~ TEMPORARY CATCH BASIN PROTECTION FES =FLARED END SECTION 7 ~7/12/2~11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB
6 ~6/27/2~11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB TOWN CREEK 23~KV TRANSITION STATION
1109019 v WW ar v i i RIP RAP DISSIPATOR PAD/OUTLET PROTECTION Ub = UU I Lt I I KUL; I UKt
Dewberry & Davis, Inc. DP = DISSIPATOR PAD ry 2301 REXWOODS DRIVE GRAPHIC SCALE 4 5 05/19/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB EROSION CONTROL PLAN
4 03/29/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB
SUITE 20o TEMPORARY STABILIZED OUTLET FOR SILT FENCE 120 3 02/18/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB LOCATION BRUNSWICK COUNTY, NORTH CAROLINA
RALEIGH, NC 27612 30 0 15 30 60 120 3 PHONE: [phone] DIRECTION OF FLOW
FAX: [phone] 0210312011 95% SUBMITTAL FVR SFP TFB SCALE 1" = 30' SCALE RATIO 1:1
NCBELS # F-0679 (IN FEET) L 1 1213112010 507. SUBMITTAL FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB
TEMPORARY ROCK CHECK DAM 1 inch = 30 ft. NO. NO. DATE REVISION BY CK, APP, DATE 06/17/11 DWG. NO.RDC-57702 SHT 6 OF 16

T
N TE : ,
9. DRILL PATH ENTRY POINTS ARE BASED ON DRAWINGS Up ~ ; ' SEASONAL HIGH WATER LEVEL (SHWL) SOIL BORING SUMMARY , ~ ,
, ~ N ' 1. SEE SHEET 2 FOR EXISTING CONDITIONS. PROVIDED BY PROGRESS ENERGY CAROLINAS, INC. REFER TO u~ • ~ „ z ~ ~ , ;
DRAWINGS TITLED BARNARD CREEK -TOWN CREEK 230KV ' F J \ '7 ~ 1
UNDERGROUND TRANSMISSION LINE - PROJECT N0.20071377" W ; ' = cn I ;l 2. TOTAL DISTURBED AREA 9.88 ACRES Q , ~ BORING N0. EXISTING SURFACE ELEV. SHWL DEPTH (INCHES) APPROX. ELEV. ~ ;
FOR UNDERGROUND TRANSMISSION LINE LOCATION AND m I ,
PROFILE. UNDERGROUND TRANSMISSION LINE DRAWINGS HAVE _ ~ ~ ~ ~ , 3. EARTHWORK QUANTITIES: ~ , , 1 10.0' 78" 3.5'
BEEN SUBMITTED UNDER A SEPARATE PACKAGE BY OTHERS. ' ~ I APPROX. UNSUITABLE SOIL EXCAVATION: NONE EXPECTED 0 ,
cn ~ ~ , BASED ON ~ ~ , _ I ~ 2 9.5' 66" 4.0'
GEOTECHNICAL RECOMMENDATIONS ~ ~ ; , ; ~ ~ ~ v
APPROX. CUT NOT INCLUDING UNSUITABLE SOIL :3,078 CY _ _ • • • • • ' ' ` . 0 • • ' • • ' • ~ ' ~ 3 9.25' 76" 2.91'
APPROX. FILL (NOT INCLUDING UNSUITABLE SOIL): 25,678 CY ~ ° ~.3 ' , ' ,
I\ ~ . , , APPROX. NET (NOT INCLUDING UNSUITABLE SOIL): 22,660 CY FILL t0 P, • ~ ALT1 9.5' 68" 3.83'
' ' ',A •
, 4. SEE SHEET 7 FOR EROSION AN SEDIMENT CONTROL MEASURES. BMP OL BMP OUTLET, SEE ALT 2 9.5' 70" 3.66'
1 SHEEN 12 FOR DETAIL
• ~ SHEEN ~ 5. PROGRESS ENERGY CAROLINAS, INC. EQUIPMENT PLAN NOT w ~ ~ '
RIP RAr SHOWN FOR CLARITY. ~ • • • • • • • • ' RIP RAP PERMANENT LEVEL
~ • • • ' ' FOREB~ , , ° FOREBAY,SEE SPREADER, SEE
~ SHEET' SHEET 11 FOR SHEET 11 FOR
6. 6" ABC STONE NOT INCLUDED IN INITIAL GRADING WORK. ~ \ ' • LIMITS OF JURISDICTIONAL ~ DETAIL DETAIL DETAIL
~~c~. ~ ~cc~.
7. CHAIN LINK FENCE NOT INCLUDED IN INITIAL GRADING WORK. WETLANaS, TYP. + ' pAIS.pCS ,
'9, ,
8. GRADES SHOWN ARE FINISH DIRT GRADES PRIOR TO
PLACEMENT OF STONE. '0i' s , ° 12 n • . I •I , • v,y
. • pF4 ~ 15' WIDE ACCESS PERMANENT BAFFLE, SEE 3:1 r2 I
' ~ DRIVE COMPACT ~ SHEET 12 FOR DETAIL Cpq~ ' . ~ • CpA~)
~ ~ k i°` GROUND TO 95% - / ~ 5 , ~ n •4 _ .pC~ Cpq~ ~ , '.Q
~ + AND SEED 10 °D a w" ; s J~ ~ '
....8
% T I SHWL-1 _ , ~ ; EMERGENCY W..,P,, 30 Lf?NG OS-5 - o " ~ _ ~ IC ,
AT ELEVATION 11.2;;. ~iNE ~ / X 7.5 6.50 6.0 _ / rI ~V ,
ti //I . 1 WITH EXCELSIOR MATTING / ENGINEERED FILTER STRIP, ; l ' 9/; '
, ~ ~x1'1.~ I - , ~ SSE SHEET 11 FOR DETAIL 1; ~1 k ~
, / I ' ` ACCESS TO / ~ ~ I P-4
. I/ / ~ ~ I SHWL-2 DRILLING PAD ~ ~ I
, ~ GRAVEL (TEMP.) ~ 147' ~
' GRASS PERM, ' ( ) 8 1
, ~ x12. 9 x12. ` 0 10 x12.0 ' ~
m Z ~ ...0~.... 9 12 1? 11 10 ~ >
Q ~p ' ' ' ' ' ' " ' ' ' ..\8 8 LI^AITS OF JURISDICTIONAL ,
a ~ o Y ~ ~ ~ _
~ ~ ° EDGE OFGRADE -12.84 ~ ~ o N RADE =12.84 WETLANDS, TYP. , ~ • .pr?, . ~ i ~pq~O
0- ~ ~ 3~
~N W U LIMITS OF DISTURBANCE, TYP. • . pcs ~
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~ U 1 0 U 13 o
w ~ ~ ~ ' , ~ ,
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a ~ , U CHANNEL 9, SEE SHEET 8 • w o GRAVEL (TEMP.) ~ k• • • • ~ II
W z FOR DETAIL ~ ~ - , cn Q / ~ ' GP,ASS (PERM.) - 6 _ / , j '
/ i , p~~. • .
FES-7 ,
DP-C o 2 /o / ; M N ~ SHWL-ALT1 ~ 9.4 SHWL-ALT2 8.6 ~ ' " • ' 1" PERMANE~V~~ ;;IVERSION
• , L CHANNEL 1, SEE SHEET A ~ I • • • • • ' • • ' ' • z
FES-9, DP-B /
/ ~ ° t / ~ ~ t 0 0 ~ FOR DETAIL ` ' ' ~ ~ ~
~ o ~Jr O o V~ ,a ~ ~ TEMPORARY 6"ABC STONE •
0 , JU , ~R . 9.4 PAD FOR DRILLING 8.6 ~ ~ ~ • • • • • ' • ~
FES-6 ~ Is P-5 ~ , .
1~ - w T , F I , OPERATIONS, APPROX. 80' rn ~ ' . ~ ~ , ;r, .
1a ~ T p ~ ~ M N , •'~9 ,
- ~ t - - ~ W • ~ ~ ~ , ~ , ~
N ~ P-6 ~ T ^ , ~ ~ , AQ L 1 ~ ry C i ...e,', qn; ~ 9 4 DRILL PATH ENTRY POINTS. I _ ~ ~ '
i ~N N ~°o ~ • • • SEE NOTES THIS SHEET. ~ $,5 X ~i..... ; ~
I ~
/
~ 10 9 ~ ~ ,
~ ~ ~a ;BUY WiKt 3:1 ~
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11 ~ 11 ~ ~ 'g
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~ ~
~ ` ~ , o 0 PERMANENT DIVERSION CHANNELS ~ ~ ~ I . .
I ALONG ACt,..SS ROAD, TYPICAL FOR ~ GUY WIRE ~ ' m. '
14 I ;a~ ~ ,
BOTH SIDES OF ACCESS ROAD, SEE ~ v 14 1 7 ~ 2
SHEET8FORDETAIL ~ r ~ .~r~ r~6 ~ ~ 2% ' . ~ . ,
, ` e ~ / c I /
1. l ~r O O 1 ~I ,
~ l •
, ~ , GUY WIRE ~
' ~ 13 GRADE BR.FAKELEV. =14.20' o I 1Y WIRE ~ ~ ~ ~ '
1 ~ o. o 1. ~ , ~ 4 , O II ii I ' • ew 4
~
' ~ . 13
. ~ ~ , 4, 0
15 14 6 ~
GUY WIRE• ~ ' 3
' ' ' ~ ~
--=~-=tip - ti~~.~.--- . • - • ' • ' • • ' • ~ PERMANENT DIVERSION ~ w~ • . . , . _ CI NE .•Sc~~.• E •
' ~ ~ CHANNEL 2 SEE SHEET 8 ~N I R ~
FOR DETAIL
. .
k k J~a 1 ~
Pro ress Ener ~i 9 gY
? k1 1~ 6
8 8 08/17/11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB Progress Energy Carolinas, Inc. Raleigh, NC
7 7 ~7/12/2~11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB
• LEGEND
OtAt 0~'~t~ s 6 ~6/27/2~11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB TOWN CREEK 23~KV TRANSITION STATION
110901 i/ V r r mw V i i
• Dewberry & Davis, Inc. LIMITS OF DISTURBANCE - - - - - - 5 5 05/19/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB GRADING AND DRAINAGE PLAN
2301 REXWOODS DRIVE GRAPHIC SCALE 4 4 03/29/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB
SUITE 200 NEW SPOT SHOT ELEVATION X 566.5 120 3 02/18/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB LOCATION BRUNSWICK COUNTY, NORTH CAROLINA
RALEIGH, NC 27612 30 0 15 30 60 120 3 PHONE: [phone]
FAX: [phone] SHWL BORING LOCATION 2 0210312011 95% SUBMITTAL FVR SFP TFB SCALE 1" = 30' SCALE RATIO 1:1
NCBELS # F-0679 (IN FEET) L 1 1213112010 507. SUBMITTAL FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB
1 inch = 30 ft. N0, NO, DATE REVISION BY CK, APP, DATE OBi17i11 DWG. NO. RDC-57702 SHT 7 OF 16

EROSION AND SEDIMENT CONSTRUCTION SEQUENCE
1. THE CONTRACTOR SHALL POST THE SEDIMENTATION CERTIFICATE OF APPROVAL AT THE CONSTRUCTION ENTRANCE AND MAINTAIN COPIES OF THE PROJECT EROSION METAL P T RASS OS S OPO
PERMITS IN THE PERMITS BOX. ANY CHANGES IN THE PROJECT DESIGN THAT RESULT IN ADDITIONAL DISTURBANCE, OR CHANGE THE DRAINAGE PATTERNS SHALL BE 1. ' INT R ND 5 0 G OU
SUBMITTED TO NCDENR FOR PERMIT MODIFICATION. MAX.1.5' APART Q Jw~~' 3p,
2. NOTIFY THE STATE LAND QUALITY SECTION AT 910-796-7215 (WILMINGTON REGIONAL OFFICE) AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES.
3. NO CLEARING, CONSTRUCTION, OR LAND DISTURBANCE ACTIVITIES MAY BEGIN ON THE SITE UNTIL ALL EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED
IN LOCATIONS AS SHOWN ON THE CONTRACT DRAWINGS. IF CLEARING IS REQUIRED FOR INSTALLATION OF THE GIVEN MEASURE, ALL OTHER MEASURES SHOWN SHALL BE GRASS ~p,~/~
INSTALLED FIRST. THE NECESSARY LAND DISTURBANCE ACTIVITIES REQUIRED FOR INSTALLATION OF THE GIVEN MEASURE MAY THEN PROCEED.
4. INSTALL GRAVEL CONSTRUCTION ENTRANCE IN LOCATION SHOWN ON THE DRAWINGS. / 0 GRASS ABC P~J~~~
5. INSTALL SILT FENCE AND STABILIZED OUTLETS FOR SILT FENCE IN LOCATIONS SHOWN ON DRAWINGS.
6. GRADE THE DRY POND TO THE DIMENSIONS SHOWN AND INSTALL THE RISER STRUCTURE. INSTALL THE TEMPORARY RIP RAP LINED WEIR ALONG THE BERM OF THE POND. 6"MIN ~a
r INSTALL THE SKIMMER AND ATTACH THE SKIMMER TO THE 6" ORIFICE IN THE RISER STRUCTURE. INSTALL POROUS BAFFLES ACCORDING TO THE DETAIL ON SHEET 13. GALVANIZED HARDWARE WIRE ~6~, DEPTH ' 2-3" COARSE WASHED
INSTALL P-4 AND THE CLASS B RIP RAP FOREBAY. EXTENDS TO TOP OF BOX AGGREGATE
7 INSTALL TEMPORARY DIVERSIONS AND TEMPORARY LININGlMATTING IN LOCATIONS SHOWN ON DRAWINGS. GRADE THE TEMPORARY DRILLING PAD. INSTALL 6"ABC STONE (318" MESH) w
ON TEMPORARY DRILLING PAD. NOTES:
8. PRIOR TO AUGUST 2, 2011- PROVIDE TEMPORARY SEEDING AFTER CLEARING AND GRUBBING OPERATION IF THE AREA IS TO REMAIN INACTIVE FOR MORE THAN 15 WORKING GRASS
DAYS OR 60 CALENDAR DAYS, WHICEVER IS LESS. PROVIDE PERMANENT SEEDING WITHIN 15 WORKING DAYS OR 60 CALENDAR DAYS, WHICHEVER IS LESS, OF ESTABLISHING WASHING - IF CONDITIONS AT THE SITE ARE SUCH THAT MOST OF THE MUD AND SEDIMENT WILL NOT BE REMOVED
FINAL GRADES, SLOPES SHALL BE SEEDED WITHIN 21 CALENDAR DAYS. 12" GRASS BY VEHICLES TRAVELING OVER THE GRAVEL, THE TIRES SHOULD BE WASHED. WASHING SHOULD BE DONE ON AN
#57 WASHED AUGUST 2, 20110R LATER -PROVIDE TEMPORARY SEEDING AFTER CLEARING AND GRUBBING OPERATION IF THE AREA IS REMAIN INACTIVE FOR MORE THAN 14 CALENDAR
DAYS. PROVIDE PERMANENT SEEDING WITHIN 14 CALENDAR DAYS OF ESTABLISHING FINAL GRADES, SLOPES SHALL BE SEEDED WITHIN 14 CALENDAR DAYS. STONE AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO A SEDIMENT TRAP OR OTHER SUITABLE DISPOSAL
9. BEGIN SITE STRIPPING AND EXCAVATION WITHIN THE LIMITS OF CONSTRUCTION. AREA. AWASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE.
1 IN TALL PERMANENT T RMWATER DEVI E T BY-PA FF ITE FL W PRI R T BE INNIN RADIN . 0 S SO CS 0 SSO S 0 O O G GG G ~ CONSTRUCTION SPECIFICATIONS:
11. INSTALL INLET/OUTLET PROTECTION AS SHOWN ON THE DRAWINGS. z 1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL
12. GRADE THE SITE TO DIMENSIONS AND ELEVATIONS SHOWN ON DRAWINGS. REMAINING PERMANENT STORMWATER DEVICES SHALL BE INSTALLED CONCURRENT WITH SITE PROPERLY TO GRADE IT.
GRADING. INSTALL RIP RAP DISSIPATORS. GRASS 2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT.
13. INSTALL FENCE. 3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
14. INSTALL EQUIPMENT. MAINTENANCE: 4. USE GEOTEXTILE FABRIC TO IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR
15. INSTALL STONE ON PAD. 'S AND AFTER EACH SIGNIFICANT (112 INCH OR HIGH WATER TABLE.
16. STORM DRAINAGE INLETS AND OUTLETS SHALL BE PROTECTED WITH THE APPROPRIATE EROSION CONTROL MEASURES AT ALL TIMES. RIP RAP OUTLET PROTECTION PADS 1. CONTRACTOR SHALL INSPECT THE GRAVEL FILTER EVERY 7 DAYS AND AFTER
SHALL BE INSTALLED AT THE LOCATIONS AND DIMENSIONS SHOWN AS SOON AS EACH STORM DRAIN CHANNEL OR PIPE RUN IS COMPLETE. GREATER) RAINFALL AND MAKE REPAIRS AS NEEDED. MAINTENANCE: OVIDE ADEQUATE STORAGE VOLUME FOR
17. PROGRESS ENERGY CAROLINAS, INC. SHALL CONDUCT PROJECT NPDES INSPECTIONS OF EROSION CONTROL MEASURES AND STORMWATER OUTLETS ONCE EVERY SEVEN 2• CONTRACTOR SHALL REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQU{
CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT 112 INCH OR GREATER. ALL CONTROL DEVICES SHALL BE MAINTAINED AS SPECIFICED IN THE NCDENR SUBSEQUENT RAINS. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION 'ELY STABILIZED, THE CONTRACTOR SHALL SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EVERY RAINFALL, INSPECT ANY
EROSION & SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE TO FACILITATE RAINFALL MONITORING. THE 3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZE SHALL BRING THE DISTURBED AREA TO PROPER STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. REMOVE ALL OBJECTIONABLE MATERIALS
CONTRACTOR SHALL MAINTAIN THESE RECORDS IN THE PERMIT BOX FOR AUDIT BY REGULATORY AGENCIES. REMOVE ALL MATERIALS AND UNSUITABLE SOIL. CONTRACTOR SHALL BRING 1
18. PROGRESS ENERGY CAROLINAS, INC. SHALL CONDUCT SELF INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL AND COMPLETE THE SELF-INSPECTION FOR LAND GRADE, THEN SMOOTH AND COMPACT IT AND APPROPRIATELY STABILIZE ALL E STABILIZE ALL BARE AREAS AROUND THE INLET. SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
DISTURBING ACTIVITIES FORM AS REQUIRED BY NCGS 113A-54.1 AFTER EACH PHASE OF THE APPROVED EROSION CONTROL PLAN. PROGRESS ENERGY CAROLINAS, INC.
SHALL MAINTAIN THE REPORTS ON SITE TO BE AVAILABLE TO THE EROSION CONTROL INSPECTOR AT ALL TIMES. TYPICAL CATCH BASIN PROTECTION TEM LION (TEMPORARY) TYPICAL CONSTRUCTION ENTRANCE (TEMPORARY)
19. REMOVE ALL SEDIMENT DEPOSITED DURING CONSTRUCTION IN THE DRY POND, REMOVE TEMPORARY BAFFLES. REPAIR EROSION FEATURES AND RESTORE THE VEGETATED NTS
SLOPES. REMOVE SKIMMER AND RESTORE RISER TO PERMANENT DRY POND DESIGN. INSTALL THE LEVEL SPREADER AND FILTER STRIP. NTS
20. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES, AND PROVIDE PERMANENT SEEDING WHERE TEMPORARY MEASURES HAVE BEEN REMOVED AND
GROUNDCOVER IS NOT ADEQUATE.
CLASS B RIP RAP,18"MINIMUM THICKNESS
TYPICAL SEEDING SCHEDULE FOR COASTAL AREAS
SMOOTHLY BLEND CONTACT AREA
1. LIME, SEED, AND FERTILIZER SHALL BE APPLIED WITH NECESSARY EQUIPMENT TO GIVE UNIFORM DISTRIBUTION OF THESE MATERIALS. THE KINDS OF MATERIALS TO BE APPLIED i ~ I
PER ACRE: ~ ~I ~ /
TEMPORARY SEEDING ~
DATE TYPE PLANTING RATE FERTILIZER LIMESTONE STRAW MULCH 1 j FILTER FABRIC
10-10-10 BLEND 1 i
M B
DEC.1- APR.15 RYE (GRAIN) 120 LBS/ACRE 750LBS/ACRE 2000 LBS/ACRE 4000 LBS/ACRE M
KOBE LESPEDEZA* 60 LBSIACRE
RIP I RIP RAP LINED
APR. 15 -AUG. 15 GERMAN MILLET 40 LBSIACRE 750 LBS/ACRE 2000 LBS/ACRE 4000 LBS/ACRE
1'
AUG. 15 -DEC. 30 RYE (GRAIN) 120 LBS/ACRE 1000 LBSIACRE 2000 LBS/ACRE 4000 LBS/ACRE PROVIDE TEMPORARY CHANNEL LINING PRIOR TO CONSTRUCTION SPECIFICATIONS:
ESTABLISHING PERMANENT GROUND COVER
PERMANENT SEEDING 1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL FROM THE
XX~~ FOUNDATION AREA AND DISPOSE OF PROPERLY.
DATE ~ PLANTING RATE FERTILIZER*** LIMESTONE** STRAW MULCH X 2. EXCAVATE THE CHANNEL, AND SHAPE IT TO NEAT LINES AND DIMENSIONS AS SHOWN ON THE
10-10-10 BLEND `0 x
x 1 PLANS PLUS A 0.2 FOOT OVERCUT AROUND THE CHANNEL PERIMETER TO ALLOW FOR BULKING DURING SEEDBED PREPARATIONS.
APR.1-JULY 15 PENSACOLA- 50 LBSIACRE 1000 LBSIACRE 6000 LBSIACRE 4000 LBSIACRE 1 M 3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL SO THAT SURFACE WATER MAY ENTER
FEB.1-MAR. 31 BAHIA GRASS M THE CHANNEL FREELY.
CENTIPEDEGRASS 30 LBSIACRE 4. ESTABLISH GRASS IN THE CHANNEL ACCORDING TO THE SEEDING SPECIFICATIONS ON SHEET 9.
COMMON BERMUDAGRASS 20 LBSIACRE g PROTECT THE CHANNEL WITH TEMPORARY LINERS AS SHOWN IN THE SCHEDULE.
SERICEA LESPEDEZA 30 LBSIACRE (OUTSIDE EDGE OF GRADE &NON-TRAVELED AREAS)
TRIPLE A TALL FESCUE 80 LBSIACRE Gam' GRASS LINED MAINTENANCE:
FOR PERMANENT CHANNELS: INSPECT EVERY 7 DAYS AND AFTER EACH SIGNIFICANT (112 INCH OR
GREATER) RAINFALL. AFTER GRASS IS ESTABLISHED, PERIODICALLY CHECK THE CHANNEL; CHECK IT
*OMIT KOBE LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. PERMANENT DIVERSIO ENT DIVERSION CHANNEL SCHEDULE AFTER EVERY RAINFALL EVENT. MAKE ANY NEEDED REPAIRS. CHECK THE CHANNEL OUTLET FOR
**QUANTITY OF FERTILIZER AND LIME SHALL BE COMFIRMED BY SOILS TEST. BACK STABILITY AND EVIDENCE OF PIPING OR SCOUR HOLES. REMOVE ALL SEDIMENT
CHANNEL BOTTOM SIDE BOTTOM BOTTOM ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRYING CAPACITY. KEEP ALL GRASS AT HEALTHY LENGTH LINING TYPE MINIMUM SHEAR STRESS VIGOROUS CONDITION AT ALL TIMES.
2. THE SURFACE SHALL BE MADE SMOOTH AND TRUE TO GRADE. THE AREAS SHALL BE PREPARED BY MEANS OF DISKING AND CROSS-DISKING, HARROWING, OR OTHER APPROVED NUMBER DEPTH SLOPE SLOPE LE WIDTH (B) SLOPE (FT) (LBIFT SQ)
METHOD OF PREPARATION SHALL BE CONTINUED UNTIL A FRIABLE AND THOROUGHLY PULVERIZED FOUR-INCH DEEP SEEDBED IS OBTAINED. CARE SHALL BE EXERCISED IN (M) (F~
PREPARATION OF SEEDBEDS ON SLOPES TO KEEP LOOSE SOIL IN PLACE RATHER THAN PERMIT IT TO ACCUMULATE AT THE FOOT OF THE SLOPE. SEEDBED SHALL BE APPROVED
PRIOR TO PLANTING THE SEED. PRIOR TO THE LAST TILLAGE OPERATION, LIME AND FERTILIZER SHALL BE BROADCAST WITH AN APPROVED SPREADER OVER THE SEEDBED IN 1 12" 5 4 4.0% 7 4.0% 76 EXCELSIOR MATTING 1.50
ACCORDANCE WITH THE SCHEDULE. 2 12" 3 3 1.00% t 1.00% 210 EXCELSIOR MATTING 1.50
ACCESS ROAD
3. AFTER THE SEEDBEDS HAVE BEEN PREPARED AND APPROVED, THE MIXTURE OF GRASS SEED, AS SPECIFIED, SHALL BE SOWED BY MEANS OF AN APPROVED SEEDER AT THE sTAO+oo To 1.20% 1,000 EXCELSIOR MATTING 1.50
APPROPRIATE RATE, THE SEED WORKED INTO THE SOIL TO A DEPTH APPROXIMATELY 112 INCH AND THEN COMPACTED BY MEANS OF A CULTIPACKER ROLLER OR OTHER APPROVED ~o+oo (3&4) 12" 3 3 1.20% 1,(
EQUIPMENT. ACCESS RoaD
STA 10+00 To 12" 3 3 2.50% , 2.50% 350 EXCELSIOR MATTING 1.50
4. GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS A MULCH WITHIN 24 HOURS OF THE INITIAL SEEDING OPERATION. NO BARE GROUND SHALL BE VISIBLE WHEN RIDING BY A 13+50 (5&8)
MULCHED AREA IF PROPER APPLICATIONS ARE ACHIEVED. THICK CLUMPS OF STRAW ARE NOT PERMISSIBLE AS A UNIFORM COVERAGE IS EXPECTED. ACCESS RoaD STA 13+50 TO 12" 3 3 1.50% ;
19+00(7&8) 1.50% 550 EXCELSIOR MATTING 1.50 ,/~/~///1,111////•,
5. MULCHED AREA SHALL BE TACKED WITH ASPHALT (APPLICATION RATE OF 0.10 GALLON PER SQUARE YARD 110 GALLONS PER 1000 SQ. FT / 436 GALLONS PER ACRE), ROVING, OR ,l ,
NETTING. ON STEEP SLOPES, NETTING IS PREFERRED. 9 12" 5 5 0.5°/a 1 0.5% 190 EXCELSIOR MATTING 1.50 SAlO~ • .y.
,4
6. DITCH TREATMENT SHALL BE USED IN AREAS WHERE STEEP GRADES COULD CAUSE DITCH EROSION. USE OF EXCELSIOR MATTING OR FIBERGLASS/SYNTHETIC ROVING IS . . . . . ,
ACCEPTABLE. DITCH TREATMENT SHALL BE INSTALLED BEFORE MULCHING OPERATION.
TYPICAL DIVERSION C ERSION CHANNEL PERMANENT ~ Cl'NEE~,.~c~~~''
7. PRIOR TO AUGUST 2, 2011- VEGETATION SHALL BE ESTABLISHED ON ALL DISTURBED AREA WITHIN 15 DAYS OF COMPLETION OF ANY PHASE OF GRADING ACTIVITIES. /N I R ~~S•''~
NTS AUGUST 2, 20110R LATER -VEGETATION SHALL BE ESTABLISHED ON ALL DISTURBED AREA WITHIN 14 DAYS OF COMPLETION OF ANY PHASE OF GRADING ACTIVITIES. ••//Ig11111////,
8. SOIL AMENDMENT SHALL INCLUDE A COMPOST OR TOPSOIL BLEND. APPROXIMATELY 3 INCHES OF AMENDMENT SHALL BE ADDED TO THE SITE. COMPOSE SHALL BE DISKEDITILLED
INTO THE TOP 6 INCHES OF EXISTING SOIL.
Pro ress Ener ~i 9 gY
8 8 08/17/11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB Progress Energy Carolinas, Inc. Raleigh, NC
7 7 ~7/12/2~11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB
ri •
OtAt 0~'~t~ s 6 ~6/27/2~11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB TOWN CREEK 23~KV TRANSITION STATION
~?,i,~ i/ V r r i1/ V i i
• 5 Dewberry & Davis, Inc. 5 05/19/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB DETAILS SH 1 OF 5
2301 REXWOODS DRIVE 4 4 03/29/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB
SUITE 200 3 02/18/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB LOCATION BRUNSWICK 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 1213112010 507. SUBMITTAL FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB
NO, DATE REVISION BY CK, APP, DATE 06/17/11 DWG. NO. RDC-57702 SHT 8 OF 16

ENERGI ENERGY DISSIPATORIOUTLET PROTECTION SCHEDULE
LENGTH WIDTH DEPTH OUTLET/ DRAWING ,E PROVIDED PROVIDED PROVIDED INLET WHERE
STRUCTURE TYPE La, (FEET) W, (FEET) d, (INCHES) STONE TYPE NpE SHOWN COMMENTS
B FES-9 10 11.5 18 CLASS B RIP RAP B SHEET 8
C FES-7 10 11.5 18 CLASS B RIP RAP B SHEET 8
E FES-13 18 18 18 CLASS B RIP RAP B SHEET 13 LINE SLOPES AROUND PIPE -SEE SHEET 13
.s-
NOTE:
1. FOR OUTLET TYPE "B", PLACE RIP-RAP FROM TOP OF E ~ ~ 'ROM TOP OF BANK TO TOP OF BANK IN RECEIVING CHANNEL. RIP RAP OUTLET PROTECTION:
~I~ 1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND
~ NOTES: GRADES SHOWN ON THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO DENSITY OF THE
SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL SHALL
~~A ~ 1. La IS THE LENGTH OF THE RIPRAP APRON. ~ ~N' BE FILLED BY INCREASING THE RIPRAP THICKNESS.
i'~i
~~i _ „ ~ 2. D -18 MINIMUM FOR NCDOT CLASS B RIPRAP. ;IPRAP. 2. THE RIPRAP AND GRAVEL FILTER SHALL CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON THE
PLANS.
® 3. IN AWELL-DEFINED CHANNEL EXTEND THE APRON UP ~HE APRON UPON THE CHANNEL
i BANKS TO AN ELEVATION OF 6"ABOVE THE MAXIMUM fHE MAXIMUM TAILWATER DEPTH OR 3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM
TOP OF BANK, WHICHEVER IS LESS. PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND
I ~ PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS
I® 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INS HOULD BE INSTALLED BETWEEN THE RIPRAP SHOULD OVERLAP A MINIMUM OF 1 FOOT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER
AND SOIL FOUNDATION AND UNDER THE FLARED END FLARED END SECTION. CLOTH.
TYPICAL SURFACE ROUGHENING
NTS TYPE A -PIPE OUTLET TO FLAT AREA - 4. RIP RAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER. FLAT AREA -
NOWELL-DEFINED CHANNEL JEL TYPE B -PIPE OUTLET TOWELL-DEFINED CHANNEL
5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE AS SPECIFIED IN THE SCHEDULE.
6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE, IT SHOULD BE HARD, ANGULAR, HIGHLY
3Do A A WEATHER-RESISTANT AND WELL GRADED.
CONSTRUCTION SPECIFICATIONS: po 1IV W A A 7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE END. MAKE THE TOP OF THE
W RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT.
1. DRIVE STEEL POST 18"INTO THE GROUND AND EXCAVATE A 6"X6"TRENCH UPHILL ALONG THE
LINE OF THE POSTS. MAX. 8' BETWEEN POSTS. 8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY
2. ATTACH WIRE FENCE TO POSTS AND EXTEND THE BOTTOM OF THE FENCE 6" INTO THE STRAIGHT THROUGH ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE
EXCAVATED TRENCH. UPPER SECTION OF THE APRON.
3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND THE BOTTOM OF THE FABRIC 8" p~
INTO THE TRENCH. 9. AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION.
4. BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY TO ANCHOR THE BOTTOM OF THE SILT PLAN
FENCE SO THAT RUNOFF IS FORC D 0 GO THRU THE FENCE AND CANNOT GO UNDER IT. L
a La MAINTENANCE:
I m INSPECT RIPRAP OUTLET STRUCTURES EVERY SEVEN DAYS AND AFTER EACH RAINFALL EVENT
WIRE FENCE D ~ STEEL POST m (1/2 INCH OR GREATER) TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN
I _ _ PLACE OR IF STONES HAVE BEEN DISLODGED. MAKE ALL NEEDED REPAIRS TO PREVENT
F TRFAR IL E B 1C FILTER LTER ~ ~ FURTHER DAMAGE.
SECTION A-A BLANKET .ANKET Sri
FILTER
X ~ SECTION AA BLANKET
E E
m m BACKFILL TRENCH WITH SOIL TYPICAL RIPRAP DISSIPATOR PAD (PERMANENT)
~ N MATERIAL AND TAMPING TO NTS
•6' ABOVE GROUND
CLASS B EROSION
CONTROL STONE
11 viii ~ ~'i~~% 2. ~ ~V~~~i,11~,~~i MAINTENANCE
~i . 1'
~ ~ i ~ ANCHOR FILTER FABRIC ~ INSPECT THE DAMS AND CHANNELS FOR DAMAGE AFTER w
M1N, 8 DEEP & 4 FORWARD 0 z EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL.
0o ALONG THE TRENCH / 0 w U
y ~i~i~i ~ /~i~ r `L^ 0 0 0?i Q ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE
~i~i~/~i ~ / / / / / //r , 0 0 0 0 ~ CHECK DAM AND EROSION FROM HIGH FLOWS AROUND
MAINTENANCE: ~ ~ ~ ~ 0 0 0 0 ~ THE EDGES OF THE DAM. CORRECT ALL DAMAGE. IF
~ ~ ti / 0 0 0 0 0 o N SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A
1. INSPECT SILT FENCE EVERY SEVEN DAYS AND AFTER EVERY 1/2 INCH OF RAINFALL. ~ PROTECTIVE RIP RAP LINER IN THAT PORTION OF THE
2. PERIODICALLY REMOVE ACCUMULATED SEDIMENT AND REPAIR DAMAGE TO FENCE. / 3. ~ FILTER FABI FILTER FABRIC ~ CHANNEL.
5. ~ 8' ~ ~ . CROSS SECTION
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS
/ / ~ ~ ~ ~ ~ ~
TYPICAL SILT FENCE TEMPORARY ~ ~ Qr 1.5' MIN. I NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, F~ ~ ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE
/ / / NTS ~ ~ CHECK DAM, AND PREVENT LARGE FLOWS FROM
1. ~ i// ~ / 7. CARRYING SEDIMENT OVER THE DAM. ADD STONES TO
~ 0 9"MIN. 0 DAM AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS
N0.57 WASHED STONE ON UPSTREAM SIDE OF / / / ~ ~ 0 0 SECTION.
WIRE MESH. TOP OF SILT FENCE MUST BE AT / ~ / ~ FILTER FABRIC FILTER FABRIC 0 ~ p o
LEAST 1 ABOVE THE TOP OF THE WASHED STONE / ~ ~ / / ~ 0 0
~ ~ ~ 8 MAX / / 0
4 MAX ~ ~ ~ ~
1 MAX -YIN. ~ A~~~ a~. 4. STONE SECTION
WIRE MESH CONSTRUCTION SPECIE
JCTION SPECIFICATIONS

CONSTRUCTION SPECIFICATIONS: 1. PLACE STONE TO SCE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION.
1. PREPARE SOIL BEFORE INSTALLING BLANKETS INCLUDING APPLICATION OF LIME FERTILIZER 2. KEEP THE CENTEI .P THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS.
AND SEED. ,~~~~uun,q~••
5 1'-5" DEEP BED OF CLASS "B" RIP-RAP 3. EXTEND STONE A' 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6 DEEP X 6 WIDE FEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANKS TO KEEP OVERFLOW WATER FROM UNDERCUTTING THE DAM AS IT RE-ENTERS THE CHANNEL. ~ A•RQ .,l
SPLASH PAD CONSTRUCTED ON TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. ~`O~.•E •
DOWNSTREAM SIDE OF SILT FENCE 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL. 4. SET SPACING BET f SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME ELEVATION AS THE TOE ELEVATION OF THE ~'?~~~5 a • ~9~5:
5' MIN (USE FABRIC UNDER RIP RAP). 4. PLACE BLANKETS END OVER END SHINGLE STYLE WITH AN 18" OVERLAP. USE A DOUBLE ROW UPPER DAM. 'ER DAM. 0 1q, S
~ )
OF STAGGERED STAPLES 4" APART TO SECURE BLANKETS. MAINTENANCE: 5. PROTECT THE CH )TECT THE CHANNEL DOWNSTREAM FROM THE LOWEST CHECK DAM, CONSIDER THAT WATER WILL FLOW OVER AND AROUND THE DAM. p'~E; ~~p`~
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHOTED IN A 6 DEEP X N I R ~~S•''
6"WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 1. INSPECT SILT FENCE EVERY SEVEN DAYS AND AFTER EVERY 112 INCH OF RAINFALL. ~ 6. MAKE SURE THAT KE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE.
6. BLANKETS IN SIDE SLOPES MUST BE OVERLAPPED 4 OVER THE CENTER BLANKET AND STAPLED 2. PERIODICALLY REMOVE ACCUMULATED SEDIMENT AND REPAIR DAMAGE TO FENCE. „
(2 FOR C350 MATTING). TYPICAL ROCK CHECK DAM (TEMPORARY)
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 TYPICAL STABILIZED OUTLET FOR SILT FENCE TEMPORARY
FOOT INTERVALS. USE A ROW OF STAPLES 4 APART OVER ENTIRE WIDTH OF THE CHANNEL. NTS Pro ress Ener ~i 9 gY
NTS PLACE A SECOND ROW 4"BELOW THE FIRST ROW IN A STAGGERED PATTERN.
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6"WIDE TRENCH. 8 8 08/17/11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB Progress Energy Carolinas, Inc. Raleigh, NC
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. ~ 7 ~7/12/2~11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB

Q*A~ 0~~~~ rvoirei IAICTAI I AT1~1A1 ~1~ AI~TTIAI~: AAIl1 MATTIAIf: ID~RMAAI~AIT1 6 6 ~6/27/2~11 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB TOWN CREEK 23~KV TRANSITION STATION
11090919 MEW %v rr Mk/Vi i I I I ~..r.~ Il...
• Dewberry & Davis, Inc. NTS 5 5 05/19/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB DETAILS SH 2 OF 5
2301 REXWOODS DRIVE 4 4 03/29/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB
SUITE 200 3 02/18/2011 CONSTRUCTION DRAWINGS FOR BIDDING AND PERMITTING FVR SFP TFB LOCATION BRUNSWICK 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 1 1 1213112010 507. SUBMITTAL FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB
NO. NO, DATE REVISION BY CK, APP, DATE OBi17i11 DWG. NO.RDC-57702 SHT 9 OF 16