20120331 Ver 1_More Info Received_20120501

Pr c�c� ass
.s_ J
Apn127 2012
Ms Karen Higgins Compliance and Permitting Unit Supervisor
DWQ Central Office
Department of Environment & Natural Resources
1650 Mail Services Center
Raleigh NC 27699 1650
Subject Response for Additional Information Requested
Project Name Progress Energy Carolinas Franklinton 115kV Substation Expansion
Cedar Creek [030402 28 29 (15) WS II NSW]
DWQ Project # 120331 Franklin County
Ms Higgins
Thank you for the comments provided by Danny Smith with the Surface Water Protection Section for the
Franklinton 115kV Substation Expansion dated April 20 2012 We have enclosed responses and 5 copies
of plan corrections for your review Items for additional information requested are listed on the
following pages with responses
Included in this packet are the following
1 Letter from DWQ titled Request for More Information
2 Response to Comments page (5 copies)
3 Permanent Diversion Calculations (5 copies)
4 Modified Overall Site Plan 24x36 (5 copies)
5 Modified Erosion Control Plan 24x36 (5 copies)
We thank you fog your time a ^d consideratior for this request if you have further questions please
contact Cliff Sauls at [phone] or cliff sauls @pgnmail com
Sincerely
Cliff Sauls
Environmental Specialist
Progress Energy Carolinas
Progress Energy Carolinas Inc
PO Box 1551
R leiyti NC 27CO2

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Responses to DWQ Comments, received under April 20, 2012 cover, from Danny
Smith (RRO)
1 Please enumerate and show extent of all impacts on the plans
Response The following impacts are proposed and have been clanfied on Plan
Sheet RDC 60129 Shl
Wetland Area 525 SF (Wetland HB )
Non Buffered Stream 60 LF (Stream SHA ")
2 Please show all stormwater conveyances (ditches, swales, etc ) on the plans
Response All proposed stormwater conveyances are depicted on the plans
(ditches D 1 & D 2)
3a Please explain why the stream channel cannot be returned, as close, to
original pattern, profile or dimension of the stream
Response During the design process with Progress Energy we have reduced the
expansion of the substation to the maximum extent possible In turn we
maximized the slopes to 2 1 to retain as close to the original drainage path as
feasible Upon field inspection we learned that the stream channel was not
stabilized Therefore to ensure the longevity of the new stream we designed the
channel to handle a I Oyr storm based on the delineated drainage area
3b The plans state that work will be conducted in the channel during dry
weather conditions However, please explain how you will accomplish this (is
pump around, etc) and how water will be only returned to the new channel
when stabilized Will you be utilizing cofferdams, sandbags, rock berms, or
another diversion structure in the channel while work is being performed9 If
so, please include on plans If not, please explain
Response As with all construction within a stream channel we ask the contractor
to review the weather forecast before proceeding with work Due to the limited
amount of work required, the contractor should be able to reform and stabilize the
stream bed in a few days However to provide extra precautions during the
construction process we will install either a cofferdam or sandbags to restrict the
flow from entering the disturbed channel A bypass pump will then collect the
flow passing it through a silt bag before it is released in an undisturbed portion of
the stream Appropriate information and details have been added to the plan for
the contractor s use
3c Please provide ,justification and any calculations used to determine the extent
of the rip -rap coverage
Response Upon delineation of the drainage area it was determined that just under
26 acres was flowing to the channel Using rational method we determined the
flow rate for a I Oyr storm was approximately 63 cfs Based on this flow we sized
the channel and rip rap accordingly Those calculations have been added to this
re submittal

SURVEY/BOUNDARY NOTES:
L TOPO AND BOUNDARY SURVEYED AND MAPPED FOR PROGRESS ENERGY CAROLINAS, INC.
`RFa
BY STANTEC CONSULTING (PROJECT # 170302105 -82U.
2. LOT AREA BY COORDINATE METHOD.
POCOMOKE RD
3.41L DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCE UNLESS OTHERWISE NOTED.
-'
4.1(ORTH CAROLINA STATE PLANE COORDINATE POSITIONS WERE DETERMINED THROUGH THE USE
SITE
OF VRS NETWORK UTILIZING TRIMBLE 5800 RECEIVERS. COORDINATES SHOWN ARE NAD83(2007)
s
1111TH NAVD88 ELEVATIONS.
}
STR -219
5. THE COMBINED GRID FACTOR UTILIZED ON THIS PROJECT IS 0.999967559.
z
Q �
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z-
POCOMOKE ROAD - NCSR 1127
R/W LIMIT
_ _-- ---- --
- - -`°--
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v' ` 60' PUBLIC R/W
____ __ _ _� _ - -
��9p
FP INV. GP #1 _ - -- ______ _ - - - - _____ -- ---
398.26 R BA R( -
-
103,45 EP
- - - - -_ ----- - - - - --
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-^ _ ____--
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- - .. _ 1186 5013°E --` INV.
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MONUMENT {'- 3 . _ - - - - - - - - -
DISTURBED(F) __ - -- _ - - - - -- r GRAVEL DRIVE
RESET W/ #5
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PIN: 1855-44-7217
A ". I INTERSECTION nx
SH I ' I I EMH
SITE INFORMATION:
HOMAS C. ALLEN II
DB 797, PG 189
x N -S STA.2 +04;08 ��o
I : I ® _ ^� RIM - 395.58 �,°�
I I STAB 3 +00.40
I:`x� �1 11:854
L TOTAL AREA IN LOT: 5.5$ ACRES
AREA IN PUBLIC ROAD R /W: 4.35 ACRES
:.' 215518LO19 x
AREA OUTSIDE PUBLIC ROAD R /W: 5.23 ACRES
L , I
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%: 7- -54 -4194
PIN:
Q : 1855
o MARY GRIFFIN TAYLOR
2. CURRENT ZONING: RIMS
TOWN OF FRANKLINTON ETJ
REBAR WI AP(S)
E -W STA.3 65.40
11:854479. 9
I N DB 841, PG 3 B
3. PIN 2506
y
E:2155243 62
EL ID:026
ADDRESS:1142O2P000MOKE ROAD
l I
NOTE•
x �9S
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4. PARKING SPACES:O PROVIDED
CONTRACTOR SHALL CONSTRUCT DITCH /CHANNEL DURING DRY WEATHER
* o C;
�k REBAR W/ CAP(S) ;' REBAR W/ GAP(S)
--
(ADEQUATE PARKING AVAILABLE WITHIN SUBSTATION FENCED
AREA FOR OPERATION AND MAINTENANCE PERSONNEL)
CONDITIONS, OR UTILIZE TEMPORARY BY-PASS PUMPING AS NECESSARY.
D_2 9s N:85443L923 N S STA.1 +49.11
''� ° N:854443.108
NORMAL TRAFFIC WILL BE IPICKUP TRUCK ENTERING & EXITING
RIP-RAP LINING SHALL BE INSTALLED IMMEDIATELY FOLLOWING CHANNEL
.' 39318 - E :2155085.952 a / x
E:2155167.17�
BASr'tyfS1
ASfL
ONCE PER DAY - 2 EMPLOYEES FOR 2 HOURS PER DAY
CONSTRUCTION. RIP -RAP STONE AND PLACEMENT DEPTH SHALL BE OF
ELEV :395.95
Nf
SIZE INDICATED.
LIMITS OF
�� a� x
5. IMPERVIOUS
S
PUMPING IS NECESSARY, CONTRACTOR SHALL
DISTURBANCE
.� + ��
WETLANDS' o �.;, �� ° .-� k
,.^
SIB" (525 5F1 o +' x ��`
EXISTING L69A AC (ON -SITE; circa 1990)
0.14 AC (ROAD R /W)
IF TEMPORARY BY -PASS
UTILIZE AN ADEQUATELY SIZED PUMP TO CONVEY FLOWS AROUND THE
WORK AREA UNTIL CHANNEL HAS BEEN CONSTRUCTED AND RIP -RAP
( 9�6Z•.
Cl)
'' �' �_
�: �,
L83 AC TOTAL (32.807 )
_
PROPOSED 0.17 AC (EXPANSION AREA)
(4.53% OF REMAINING PERVIOUS AREA)
'SILT
��° `
PLACED. PUMP SHALL DISCHARGE THROUGH A BAG' TO REMOVE/
_
/ ,r �8S• ._: '�).
I
MINIMIZE SEDIMENT TRANSPORT.
,,
6. NO WATER SERVICE OR SEWER SERVICE REQUIRED.
CONCRETE
1_ TEMP 'ACCESS ' RIVE
~' j j 1 FOR GRADING -OPs.
7. NO GARBAGEISOLID WASTE COLLECTION REQUIRED.
MONUMENT \ . ;j 1
8. SITE IS NOT IN A FEMA 100 YR FLOOQWAY.
O 2 2 O
N :854375.172
S j � 99 &T ( `,,,,'
S f\ `�, s-- 1 1 i .
O 1 1
E:2154838.694
NAD83 (2007)
4���
£� �: " r '
9. NO HAZARDOUS MATERIALS WILL BE USED OR STORED ON SITE.
O
STREW
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1 • 1
"SHB"
-
10. EXISTING /PROPOSED USE ELECTRIC TRANSMISSION SUBSTATION
4' BOTTOM --�{
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• 1
\•'` °,I ITT T,�;�1 • -.f
1L PROPERTY OWNER PROGRESS ENERGY CAROLINAS, INC.
6" #57 STONE OR
�'
PIN: 1855- 54.2506
PO BOX 1981
RALEIGH, NC 27602
_
FILTER FA;3RIC LINING
jN�, I :,,.. Nag• CAROLINA POWER &
1 ';:: •;;'. li'32, LIGHT COMPANY
~n OB; 464 PG 423
TEL. [phone]
12. TOTAL DISTURBED AREA: LESS THAN I ACRE (3L840 S.F.)
CLASS 'I' RIP -RAP
D50 = 12"
GPS #2: X o : DBi 651,�PG .618
REBAR W/ CAMk DB: 720, PG; 213
I
13: PERMITTED STREAM /WETLAND IMPACTS:
DEPTH = 27"
11:8543.05.197 1
p X', �' o EIP
E:2154947.414 a , �Q10'
ELEV:390.21 �\
WETLAND AREA: 525 S.F. (WETLAND "HB ")
STREAM (NON-BUFFERED): 60 L.F. (STREAM "SHA ")
STREAM BUFFER: 410 S.F. (ZONE 2)
RIP -RAP DITCH LINING t0 -2)
apN�S o
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MONUMENT
N:85425L232
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PIN: 1855-44-7217
1`-
1
NA083 (2007)
THOMAS C. ALLEN II
I
@
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DB 797, PG 189 i
SEAL
e o .g6 -
L
I
Progress E-ftergy
Progress Energy Carolinas, Inc. Raleigh, NC
PREPARED BY:
FRANKLINTON 115/24kV SUBSTATION EXPANSION
DAvis,* MARTIN,* PO
GRAPHIC SCALE
4a a 2a 4a 8a 161
OVERALL SITE PLAN
LOCATION 142 POCOMOKE ROAD, FRANKLINTON, NC
ENGINEERS & SURVEYORS
SCALE 1° = 40' SALE RATIO 101
6415 OLD PLANK RD, HIGH POINT, NC 27265 (336) 886 -4821 WWW.DMP- INC.COM LICENSE: F -0245
c IN FEET )
40 ft.
0 03
-15 -2012 INITIAL RELEASE
BAP SFP MVC DRAWN BAP cHK. SFP APP. MVC
DMP PROJECT: 120012
1 inch =
110.
DATE REVISION
BY CK° AP P° DATE 02 -29 -12 DWG, NO. RDC- 60129, SH 1 OF 6

a
STR -219
0
NOTE:
CONTRACTOR SHALL CONSTRUCT DITCH /CHANNEL DURING DRY WEATHER
CONDITIONS, OR UTILIZE TEMPORARY BY -PASS PUMPING AS NECESSARY.
RIP -RAP LINING SHALL BE INSTALLED IMMEDIATELY FOLLOWING CHANNEL
CONSTRUCTION, RIP -RAP STONE AND PLACEMENT DEPTH SHALL BE OF
SIZE INDICATED.
IF TEMPORARY BY -PASS PUMPING IS NECESSARY, CONTRACTOR SHALL
UTILIZE AN ADEQUATELY SIZED PUMP TO CONVEY FLOWS AROUND THE
WORK AREA UNTIL CHANNEL HAS BEEN CONSTRUCTED AND RIP -RAP
PLACED. PUMP SHALL DISCHARGE THROUGH A 'SILT BAG' TO REMOVE/
MINIMIZE SEDIMENT TRANSPORT.
N
VLMJJ 1 till 1 1M1
D50 = 12"
DEPTH = 27"
RIP -RAP DITCH LINING (D -2)
NTS
PIN: 1855 -44 -7217
THOMAS C. ALLEN II
DB 797, PG 189
TONE OR
`ABRIC LINING
DAvis* MARTIN* PONVE11ail.
ENGINEERS & SURVEYORS
6415 OLD PLANK RD, HIGH POINT, NC 27265 [phone] WWW.DMP- INC.COM LICENSE: F -0245
DMP PROJECT: 120012
DITCH SCHEDULE
DRAINAGE
RIP -RAP OUTLET PROTECTION
E]
DROP INLET PROTECTION
CHANNEL
TEMPORARY SEDIMENT TRAP
TEMP, INLET PROTECTION
TEMP. CHECK DAM /STONE OUTLET
TEMPORARY
EXCELSIOR MATTING
CHANNEL
AREA
INTENSITY
RUNOFF
INV. GP #1
SLOPE
LENGTH
BEGIN
398.26 - R BA
R(
-
R /t "I
1,854770.30
NO.
( acres)
11 n /hr)
:2155122.07
CFS
(%)
-_ -
tEV;9OLO
ELEV.
VALUE
EP RR SPIKE
_______ --,- --
TYPE
INV.
11.69
5.8
0.36
24.41
- - - - - - -
CTIE LE)
395
L'
- -- --- -
___- - - - - -- _ cry : : ::
0
EXCEL. MATTING
NA GREEN SC150 OR EQUAL
400. 0 ' _ _ e : t*3'407 E :. _>
... .....
5.8
1 0.42
T --
- _
123
1 390
-
3.
1 4.27
1 RIP - RAP -CLASS 'I'
-R/W' EIMI CONCRETE ETE -- --- - - --
97. 15
�_ MONUMENT
-
I3 - -- - ------- - - - - --
RESET WE0(F5
REBAR 395 0 .
-X
_ . ;
- - d
x '
S
NOTE:
CONTRACTOR SHALL CONSTRUCT DITCH /CHANNEL DURING DRY WEATHER
CONDITIONS, OR UTILIZE TEMPORARY BY -PASS PUMPING AS NECESSARY.
RIP -RAP LINING SHALL BE INSTALLED IMMEDIATELY FOLLOWING CHANNEL
CONSTRUCTION, RIP -RAP STONE AND PLACEMENT DEPTH SHALL BE OF
SIZE INDICATED.
IF TEMPORARY BY -PASS PUMPING IS NECESSARY, CONTRACTOR SHALL
UTILIZE AN ADEQUATELY SIZED PUMP TO CONVEY FLOWS AROUND THE
WORK AREA UNTIL CHANNEL HAS BEEN CONSTRUCTED AND RIP -RAP
PLACED. PUMP SHALL DISCHARGE THROUGH A 'SILT BAG' TO REMOVE/
MINIMIZE SEDIMENT TRANSPORT.
N
VLMJJ 1 till 1 1M1
D50 = 12"
DEPTH = 27"
RIP -RAP DITCH LINING (D -2)
NTS
PIN: 1855 -44 -7217
THOMAS C. ALLEN II
DB 797, PG 189
TONE OR
`ABRIC LINING
DAvis* MARTIN* PONVE11ail.
ENGINEERS & SURVEYORS
6415 OLD PLANK RD, HIGH POINT, NC 27265 [phone] WWW.DMP- INC.COM LICENSE: F -0245
DMP PROJECT: 120012
DITCH SCHEDULE
1
o TEMPORARY
z CONSTRUCTION
ENTRANCE R1W LIMIT
POCOMOKE ROAD - NCSR 1127 _ -- - -
`' 60' PUBLIC R/W -
-- INV.
03.45 EP ----_.._.________--
- - -
RR SPJ4 - - - - - - - - - - - - - - - - - - - - - - - - -
512.981(TOTAL) INV.
N86'50'13"E -- -= INV. - i47, X 18" RCP
INV. _400, - - -- 405.0 - - - -- _.._,__ _ - - - __-- ---- --
INV, . - - - -- -- - _ -
3 :- - ---- - - - - -- t/W MiT
4" CP 40-' e .:::::_ - _ _ . _ - 52.g7'(TOT ) - - ------ - ` - CONCRETE MONUMENT
_ N/ ALUMINUM CAP(S)
: - - _ _ LIDAR MONUMENT_
0.0 - _
V ._. ----- -- S "FRANKLINTON" --
STA.4 #84 03 N -S STA.4 +46.18
0 1.5i'R-T
GRAVEL DRIVE
4
' - 04.4
R- 460` x ) / ,REBBARF =-fit
LN S' STA. -9 ±29:12
LIMITS OF E 2155237.71
DISTURBANCE C; -1 : -/ . • �r 1 x� - o
9
3 S, p ' I
41' MITCHNERS
CROSSROADS x
v/ 23KV
COLLEGE cr
t ,w 41! TRANSFORMER STREET x ' ;, c�
23KV ,o
WETLAND �,� _- - - - - -- x
r„J x
"mow k
EAST . ; . . . ✓' I �: Q ,``yr
8QS -BEST
0 +00.00
EAST -WEST
BASELINE / j t� v °n
MH
RIM:395.51
v,- STREAM o.
��o EMH x o`
:'� RIM:395.58
--7 x a
PIN: 1855-54 -4194
REBAR W/ AP(S) -_ �o MARY GRIFFIN TAYLOR
E -W STA.3 65,40 N DB 84], PG 348
N:854479. 9 l�
E:215524 62 h
LIMITS OF '' x / LIMITS OF `4a
DISTURBANCE y DISTURBANCE `/9so
ik ! ® ° i� / REBAR W/ GAP(S)
6
CONCRETE
MONUMENT
N:854375.172 ssl D
E:2154838.694 IQ
NAD83 (2007) obi
A '�
, .STONE - 00LET
Of -T�,; (TYR). } . TEMP. - SILT -
-FENCE �(T4
STREW I
�{ ,98 ;1 , ` .3821`. � t rI•
TAt)
(��c' °�8 -� j • : j . `;! \� �� PIN: 1855 -54 =2506
CAROLINA POWER &
511'32, LIGHT COMPANY
�'. 0
C5 <..,.:, ,,, 2 DB; 464, PG 423
GPS #2 DB: 651, PG 618
REBAR W/ CAMk �� �; �a4 �`. DB: 720,PG; 213
:854305197 ,�
E:2154947.414 ��. 1 EIP
ELEV:390.21 �R; F gpN� 15010.1
S
-
INA
�pP PIN: 1855 -44 -7217
THOMAS C. ALLEN II
DB 797, PG 189
$$3�1811888�6 �
�o�'� GRAPHIC SCALE
44qP�
' "° 46 0 20 40 88 160
# e
°•�O11° °� (IN FEET)
e'r mad ^ a�`agmmo-�"
ffi�83�5 "..� s8� I inch = 40 ft.
688 f'p F83 e,3454'
;o
:•CONCRETE
- MONUMENT
N:85425L232
j E:2,155310.866
I NA083 (2007)
T
0 03 -15 -2012 INITIAL RELEASE
NO. DATE
EROSION CONTROL LEGEND
DRAINAGE
RIP -RAP OUTLET PROTECTION
E]
DROP INLET PROTECTION
CHANNEL
TEMPORARY SEDIMENT TRAP
TEMP, INLET PROTECTION
TEMP. CHECK DAM /STONE OUTLET
TEMPORARY
EXCELSIOR MATTING
CHANNEL
AREA
INTENSITY
RUNOFF
0 10
SLOPE
LENGTH
BEGIN
END
"N"
VELOCITY
LINING
LINING
NO.
( acres)
11 n /hr)
COEFF.
CFS
(%)
( f=)
ELEV.
ELEV.
VALUE
t fit /sec)
REQUIRED
TYPE
D -1
11.69
5.8
0.36
24.41
0.023
110
395
392.5
0.06
3.71
EXCEL. MATTING
NA GREEN SC150 OR EQUAL
D -2
25.81
5.8
1 0.42
1 62.871
0.032 1
123
1 390
385
1 0.078
1 4.27
1 RIP - RAP -CLASS 'I'
I D50 =12 ", 27" DEPTH
1
o TEMPORARY
z CONSTRUCTION
ENTRANCE R1W LIMIT
POCOMOKE ROAD - NCSR 1127 _ -- - -
`' 60' PUBLIC R/W -
-- INV.
03.45 EP ----_.._.________--
- - -
RR SPJ4 - - - - - - - - - - - - - - - - - - - - - - - - -
512.981(TOTAL) INV.
N86'50'13"E -- -= INV. - i47, X 18" RCP
INV. _400, - - -- 405.0 - - - -- _.._,__ _ - - - __-- ---- --
INV, . - - - -- -- - _ -
3 :- - ---- - - - - -- t/W MiT
4" CP 40-' e .:::::_ - _ _ . _ - 52.g7'(TOT ) - - ------ - ` - CONCRETE MONUMENT
_ N/ ALUMINUM CAP(S)
: - - _ _ LIDAR MONUMENT_
0.0 - _
V ._. ----- -- S "FRANKLINTON" --
STA.4 #84 03 N -S STA.4 +46.18
0 1.5i'R-T
GRAVEL DRIVE
4
' - 04.4
R- 460` x ) / ,REBBARF =-fit
LN S' STA. -9 ±29:12
LIMITS OF E 2155237.71
DISTURBANCE C; -1 : -/ . • �r 1 x� - o
9
3 S, p ' I
41' MITCHNERS
CROSSROADS x
v/ 23KV
COLLEGE cr
t ,w 41! TRANSFORMER STREET x ' ;, c�
23KV ,o
WETLAND �,� _- - - - - -- x
r„J x
"mow k
EAST . ; . . . ✓' I �: Q ,``yr
8QS -BEST
0 +00.00
EAST -WEST
BASELINE / j t� v °n
MH
RIM:395.51
v,- STREAM o.
��o EMH x o`
:'� RIM:395.58
--7 x a
PIN: 1855-54 -4194
REBAR W/ AP(S) -_ �o MARY GRIFFIN TAYLOR
E -W STA.3 65,40 N DB 84], PG 348
N:854479. 9 l�
E:215524 62 h
LIMITS OF '' x / LIMITS OF `4a
DISTURBANCE y DISTURBANCE `/9so
ik ! ® ° i� / REBAR W/ GAP(S)
6
CONCRETE
MONUMENT
N:854375.172 ssl D
E:2154838.694 IQ
NAD83 (2007) obi
A '�
, .STONE - 00LET
Of -T�,; (TYR). } . TEMP. - SILT -
-FENCE �(T4
STREW I
�{ ,98 ;1 , ` .3821`. � t rI•
TAt)
(��c' °�8 -� j • : j . `;! \� �� PIN: 1855 -54 =2506
CAROLINA POWER &
511'32, LIGHT COMPANY
�'. 0
C5 <..,.:, ,,, 2 DB; 464, PG 423
GPS #2 DB: 651, PG 618
REBAR W/ CAMk �� �; �a4 �`. DB: 720,PG; 213
:854305197 ,�
E:2154947.414 ��. 1 EIP
ELEV:390.21 �R; F gpN� 15010.1
S
-
INA
�pP PIN: 1855 -44 -7217
THOMAS C. ALLEN II
DB 797, PG 189
$$3�1811888�6 �
�o�'� GRAPHIC SCALE
44qP�
' "° 46 0 20 40 88 160
# e
°•�O11° °� (IN FEET)
e'r mad ^ a�`agmmo-�"
ffi�83�5 "..� s8� I inch = 40 ft.
688 f'p F83 e,3454'
;o
:•CONCRETE
- MONUMENT
N:85425L232
j E:2,155310.866
I NA083 (2007)
T
0 03 -15 -2012 INITIAL RELEASE
NO. DATE
EROSION CONTROL LEGEND
D
RIP -RAP OUTLET PROTECTION
E]
DROP INLET PROTECTION
TEMPORARY SEDIMENT TRAP
TEMP, INLET PROTECTION
TEMP. CHECK DAM /STONE OUTLET
EXCELSIOR MATTING
-
LIMITS OF DISTURBANCE
- - - - - -
- - - TEMPORARY EARTH BERM
- sF-sF-sF--
TEMPORARY SILT FENCE
Prouress Energy
%p
Progress Energy Carolinas, Inc. Raleigh, NC
FRANKLINTON 115/24kV SUBSTATION EXPANSION
EROSION CONTROL PLAN
LOCATION 142 POCOMOKE ROAD, FRANKLINTON, NC
SCALE 1" = 40' SCALE RATIO 1 :1
BA,,,P SFP MVC DRAWN BAP CHK. SFP APP. MVC
REVISION BY CK. APP. DATE 3 -12 -12 DWG, No, RDC- 601299 SH 5 OF 6