20130912_REN-MOD_Maps_58-10

SYHEEI NO.
C-1
C-2
C-3
C-4
— Gn
INDEX OF DRAWINGS
DESCRIPTION
COVER SHEET
BOUNDARY AND TOPOGRAPIHIIC rIbN
AFFECTED AREAS MAP
MINE MAP - A, GRADIt�::
MINE MAP MAP - B, GRADIf 111✓0-14TROL
STANDARD DETAILS
VICINITY MAP:
MARSHALL QUADRANGLE
NOT TO SCALE
MCCRARY MADISON MINE
PERMIT MODIFICATION MINE MAP
McCRARY STONE SERVICE, INC.
PERMIT # 57-01
MADISON COUNTY, NORTH CAROLINA
-Aqri12013
n
(PROJECT LOCATION
LOCATION MAD
MADISON COUNTY
NOT TO SCALE
THE PESTERFIELD GROUP
370 N Louisiana Ave Bldg B Asheville NC 28806
t: 828.252.8423 f. 828.252.8463
o.
La w CERT No.
a C-1641 g, r
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CAR
RECEIVED
RECEIVED
SEP 12 2913
LAND QUALITY SECTION
BEFORE YOU IDIGI
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!

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DATE PRINT DATE
4/262013 4/26/2013
PROJECT NO- - -- _ -- --
0252011
SKEET NO
2 of 7
DRAWING NO.
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AREAS LEGEND
EXISTING PERMITTED AREA (DASHED OUTLINE)
110.68
ACRES
NEW PERMITTED AREA
(DASHED OUTLINL)
110.68
ACRES
EXISTING PERMITTED AREA (NOT AFFECTED)
49.40
ACRES
EXISTING PERMITTED (
AFFECTED)
55.36
ACRES
PROPOSED AFFECTED AREA WITHIN EXISTING
PERMITTED UNAFFECTED AREA
5.92
ACRES
PROPOSED PERMITTED
AREA (AFFECTED)
16.47
ACTS
PROPOSED PERMITTED
UNDISTURBED BUFFER
AREA (NOT AFFECTED)
4.44 ACRES
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SUMMARY Ow
C
THE APPLICANT IS MCCRARY STONE SERVICE, INC.
THE EXISTING PERMITTED AREA ENCOMPASSES 110.68 ACRES.
• AFFECTED AREA 55.36 ACRES
• UNAFFECTED AREA 55.32 ACRES
110.68 ACRES
PROPOSED MODIFICATIONS WITHIN THE EXISTING PERMITTED BOUNDARY
INCLUDE CONVERTING 5.92 ACRES FROM UNAFFECTED TO AFFECTED.
• AFFECTED AREA 61.28 ACRES
• UNAFFECTED AREA 49.40 ACRES
110.68 ACRES
PROPOSED MODIFICATIONS INCLUDE EXPANSION OF THE PERMITTED
BOUNDARY BY 20.91 ACRES.
• AFFECTED AREA 16.47 ACRES
• UNAFFECTED AREA 4.44 ACRES
20.91 ACRES
THE PROPOSED OVERALL PERMITTED BOUNDARY SHALL ENCOMPASS 131.59
ACRES.
• AFFECTED AREA 77.75 ACRES
• UNAFFECTED AREA 53.84 ACRES
131.59 ACRES
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DRAWN BY
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CHECKED/APPROVED BY
BCP
DATE PRINT DATE
4/26/2013 4/26/2013
PROJECT NO.
0252011
SHEET N0.
3 of 7
DRAWING NO.
C�3
THE PROPOSED OVERALL AFFECTED ACREAGE SHALL BE COMPRISED AS
FOLLOWS:
• EXCAVATION PITS 17.14 ACRES
• STOCKPILE AREAS 14.40 ACRES°H CA Ro'
• PROCESSING AREAS & 45.33 ACRES
HAUL ROADS MEEK ; =-- 7/�
• SEDIMENT PONDS 0.68 ACRES _ :4 S L V-
• WASTE PILES 0.20 ACRES _ 6Y10
77.75 ACRES
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RECLAMATION NOTES
l / 1. THE RECLAAgATION PLAN FOR THIS AREA SHALL RESTORE THE
- / SITE CONDITION SIMILAR TO OR COMPATIABLE
a CO �� / :� - TO CONDITIONS THAT EXISTED PRIOR TO ANY MINING
B Y P A S S _ 1�-- / OPERATIONS.
us 2 2. THE AFFECTED AREAS SHALL BE TOPSOILED, SEEDED, TREED,
- AND MAINTAINED UNTIL VEGETATION IS EXTABLISHED.
-- - -
MON
® i1 m "' " i i Illimon I;= i i +'• i ®i = i i i.975 _ - / 3 ALL WASTE, RESIDUAL MATERIAL, JUNK, TRASH, SHALL BE
DISPOSED OF THE RECLAIMED AREAS AT A LOCATION PERMITTED
11950� _ � / � g5p AND APPROVED FOR RECEIVING THESE TYPES OF MATERIALS.
3N 4 THAT CAN BE VEGETATED HAUL ROADS SHALL B E STABILIZED OR REGRADED INTO AREAS
\ ! /tow 5. CUT AND FILL SLOPES SHALL BE STABILIZED AND MAINTAINED
\ ® 16 o / - = r ®i = i i i i i� f UNTIL HEALTHLY VEGETATION IS ESTABLISHED.
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CURVE TABLE
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�'LI) O 79 w/ THE APPLICANT IS MCCRARY STONE SERVICE, INC. >Q
THE EXISTING PERMITTED AREA ENCOMPASSES 110.68
O s fT 1 '
_ - \ / - \ / - - _7gjs_ _ _ _ - _ - \ ACRES. Z W
w - I \ 1 \ �2p50 ` - - o •AFFECTED AREA 55.36 ACRES Z
1 / / - -� qVE� \ �000 / \ - - - f -z000� �\ \ • UNAFFECTED AREA 55.32 ACRES Q
- 110.68 ACRES z
W \ \ 1 PROVIED HYDROSEEDINGS \2p2s\ / �� \ \ \ \ \ Z
Y=Q 1 AND MAINTAIN SLOPES - \ �� \ / , _� PROPOSED MODIFICATIONS WITHIN THE EXISTING O
�"-VECIETATION I� EXTABLISHED. -- \ PERMITTED BOUNDARY INCLUDE CONVERTING 5.92 0
SEE SHOT D_2 FOR SEEDING -- ` , ACRES FROM UNAFFECTED TO AFFECTED. Lu =
CL ,� 2 \ \ SPECIFICATION S H / �ozs • AFFECTED AREA 61.28 ACRES O' Q
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(� � -0N z - \ \ a i 1 - _ _ - - - _ • UNAFFECTED AREA 49.40 ACRES C7 O
o S� INSTALL DIVERSION DITCH 110.68 ACRES Z_ z_
ry W
s) N \ \ '�4T THE TOP OF CUP SLOPE tqi� ROCK - _ PROPOSED MODIFICATIONS INCLUDE EXPANSION OF - O
REF�€TAILSHEET D2 0 ' / EXISTING S IMENT BAST N -
_ DRAINEDAr DEMUCKEDTO E HOPPER' THE PERMITTED BOUNDARY BY20.91 ACRES. O
• AFFECTED AREA 16.47 ACRES w U ~
HEAVILY LINED RIP -RAP \
SLOPE DITCH. STABLE� $OM. RECONSTRUCT OTANK • UNAFFECTED AREA 4.44 ACRES Z z
o REFERENCE DETAIL D2- CONVEYORS AND ST(CBIL(ZE SIDESLOPES AND
I FOR CONST C�fD �j II / ' I BERMS AS REQUIRED TO COMPLY 20.91 ACRES
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REQUIR MENTS ( U) Q
I / 7 ti / / / EQUIRW TS. POND TO BE THE PROPOSED OVERALL PERMITTED BOUNDARY SHALL } < REGRADED ACCORDING TO ENCOMPASS 131.59 ACRES.
/ �O II HEAVILY LINED RIP -RAP PROVIDE SWA4 PER TKO DETAIL ON q2 CO E ORS : AFFECTED AREA 77.75 ACRES Q U
w SLOPE DITCH. COLLECT � UNAFFECTED AREA 53.84 ACRES
/! REFERENCE DETAIL D2 / DOFF. REFEREN _ STOCKPILE 131.59 ACRES 0
I U FOR CONSTRUCTED DETAIL D2 FOR / V
Q REQUIREMENTS /CONSTR CT.F�D AREA J
m / ti II ' I REQUIREMENTS \ THE PROPOSED OVERALL AFFECTED ACREAGE SHALL
AS
z °° I / < o ` \ \ BE • EOXCAVATION MPRISED PITOLIOWS: 17.14 ACRES o w
/ _ STOCKPILE AREAS 14.40 ACRES
ti �O � O PROVIDE SWALE TO \ \
COLLECT SURFACE _ • a
RUNOFF. REFERENCE • PROCESSING AREAS & 45.33 ACRES
Q O ` / / I 5 4' II� / DETAIL D2 FOR / / / / POND #1 _ HAUL ROADS
\ • SEDIMENT PONDS 0.68 ACRES
wp �� \ i II CONSTRUCTED
r ^ry Ij REQUIR S 241CMP----- BASIN41iL&T-_- • WASTE PILES 0.20 ACRES
Q m / I II / HEAVILY LINED P-RAP � \ (SEE SHEET D2 FOR DETAILS) -- 77.75 ACRES
II SLOPE DITC
Rf•REREN DETAIL D2 \
II� If Lu
PROVIDE CHECK DA \ j / FOR C STRUCTED
O /HEAVILY LIJJED RIP -RAP II ALL SWALES AND DITCHES \ �19�5 REQ EMENTS I I / \ i
N SLOPE DITCH, REFERENCE PER DETAIL ON SHEET D1 2000- 1 �� �1875 a_
Eg TYPICAL \ / / FFILL INISH SLIDPES
WITH A LAYER
BER f
L- / O to DETAIL FOR II - I E
/ N CONST�v'CTED II OF TG)SOIL APPLIED ^ SILT FENCE - REF -
/ 100' BUFFER j % O RE9)-41REMENTS Ij - - - - - - II ,T& / DETAK SHEET D1 \ a
SEjzDED ACORDING 0 \ - -
/ -� - ---SEEDING SCHEDU
INSTALL DIVERSION DITCH / C " It - -�
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AT THE TOP OF CUT SLOPE � ( � \__________ - __ � � � � � REED-2
P -- BASI OUTLET Z
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�� N / ,N /bEFFEERENCE DET IL D j / / POND #2 \ \\ _I
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G GJg ' \ \ ~ - \ / REQUIR ENTS / \ SLOPE,.QITCH, TYP CAL,_ Z n
- 1 � P OVIDE SWAGE TO / / �, �9R CONSTRREFERENClE-DUCT-DETAIL D\ O
W GCILLECT S��FACE RE"EMENTS _
C) / RUNOFF.REFEREPj6-
\ Q W DETAIL� FOR �� / INTERMITTEaT CHANNEL\ \ W
U Z CON T'RUCTED/ / a_ Z
Q O O O RE(161REMENT/� \ PROVIDES E TO IMPACT. LENGTH�123 LF.
O O N /Of / (� / \ 9 COLLECT SUR CE
SORUNOFE. REFER E
Z P• � UFFE I / � m/ / � DETAIL D2 F19R \ \ �2000 \ CONSTRUCTED-- \
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/ \ \ `REQUIREMENTS / / / �"9", >0
/ �• D� ` j / Ly \ PROPOSED DETENTIPW13ASiN, \ ■�
G 2 I m / / REFERENCE DETAiL D2 L g " SCALE
O�� Q INSTALL DIVERSION DITCH _ /� C:) a \ \ W AS SHOWN
AT THE TOP OF CUT SLOPE / o - O
DRAWN BY
BCP/CS
-n �_ KED/APPROVED BY
HYDROSEED AND MAINTAIN ` �, ' ` \ B - _ _ i CHECBCP
Lu
FOR SEEDING SPECIFICATION I - I - i _ / / - i - - DATE PRINT DATE
SLOPES UNTIL VEGETATION IS _ _ _ _
EXTABLISHED. SEE SHEETD-2 � _ _ �
4/28/2013 4/26/2013
AREAS LEGEND /� PROJECT NO.
o ti - = _ _ _ - -
0252011
/ s0 i i " /�p� . �'� SHEET No.
/ _ �.
. A O S
1 � Y + � 4 of 7
� EXISTING PERMITTED AREA (DASHED OUTLINE) 110.68 ACRES �i o '� '� - - - - -
/43
DRAWING N0.
NEW PERMITTED AREA (DASHED OUTLINE) 110.68 ACRES
EXISTING PERMITTED
AREA (NOT AFFECTED)
EXISTING PERMITTED
( AFFECTED)
PROPOSED AFFECTED
PERMITTED
AREA WITHIN EXISTING
UNAFFECTED AREA
PROPOSED PERMITTED
AREA (AFFECTED)
PROPOSED PERMITTED
UNDISTURBED
AREA (NOT AFFECTED)
BUFFER
49.40 ACRES
55.36 ACRES
5.92 ACRES
16.47 ACRES
4.44 ACRES
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POND 4 j
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IN 2006
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/ , RECLAMATION NOTES
THE APPLICANT IS MCCRARY STONE SERVICE, INC.
THE EXISTING PERMITTED AREA ENCOMPASSES 110.68 ACRES.
• AFFECTED AREA 55.36 ACRES
• UNAFFECTED AREA 55.32 ACRES
I I0.00 AIiRCJ
PROPOSED MODIFICATIONS WITHIN THE EXISTING PERMITTED BOUNDARY
INCLUDE CONVERTING 5.92 ACRES FROM UNAFFECTED TO AFFECTED.
• AFFECTED AREA 61.28 ACRES
• UNAFFECTED AREA 49.40 ACRES
110.68 ACRES
PROPOSED MODIFICATIONS INCLUDE EXPANSION OF THE PERMITTED
BOUNDARY BY 20.91 ACRES.
• AFFECTED AREA 16.47 ACRES
• UNAFFECTED AREA 4.44 ACRES
20.91 ACRES
THE PROPOSED OVERALL PERMITTED BOUNDARY SHALL ENCOMPASS 131.59
ACRES.
• AFFECTED AREA 77.75 ACRES
• UNAFFECTED AREA 53.84 ACRES
131.59 ACRES
THE PROPOSED OVERALL AFFECTED ACREAGE SHALL BE COMPRISED AS
FOLLOWS:
• EXCAVATION PITS
17.14 ACRES
• STOCKPILE AREAS
14.40 ACRES
• PROCESSING AREAS &
45.33 ACRES
HAULROADS
• SEDIMENT PONDS
0.68 ACRES
• WASTE PILES
0.20 ACRES
77.75 ACRES
AREAS LEGEND
EXISTING PERMITTED AREA (DASHED OUTLINE)
110.68
ACRES
NEW PERMITTED AREA (DASHED OUTLINE)
110.68
ACRES
EXISTING PERMITTED AREA (NOT AFFECTED)
49.40
ACRES
EXISTING PERMITTED ( AFFECTED)
55.36
ACRES
PROPOSED AFFECTED AREA WITHIN EXISTING
PERMITTED UNAFFECTED AREA
5.92
ACRES
PROPOSED PERMITTED AREA (AFFECTED)
16.47
ACRES
PROPOSED PERMITTED AREA (NOT AFFECTED)
UNDISTURBED BUFFER
4.44 ACRES
1. THE RECLAMATION PLAN FOR THIS AREA SHALL RESTORE THE SITE CONDITION SIMILAR TO OR COMPATIABLE
-1925- -' J./ / / / /, g25 / / / / / / c , TO CONDITIONS THAT EXISTED PRIOR TO ANY MINING OPERATIONS.
2. THE AFFECTED AREAS SHALL BE TOPSOILED, SEEDED, TREED, AND MAINTAINED UNTIL VEGETATION IS EXTABLISHED.
3 ALL WASTE, RESIDUAL MATERIAL, JUNK, TRASH, SHALL BE DISPOSED OF THE RECLAIMED AREAS AT A LOCATION PERMITTED
QJ �� AND APPROVED FOR RECEIVING THESE TYPES OF MATERIALS.
�, 4. HAUL ROADS SHALL BE STABILIZED OR REGRADED INTO AREAS THAT CAN BE VEGETATED.
r-
; 5. CUT AND FILL SLOPES SHALL BE STABILIZED AND MAINTAINED UNTIL HEALTHILY VEGETATION IS ESTABLISHED.
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188
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176
44
\ 1 7/ / DATUM ELEV 172
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zz I ��o �_ GRAPHIC SCALE'
\ O 0 /� _ ft b �� _ 100 0 50 100 200 400
( 14 FEET 1 0+00 1+00 2+00 3+00 4+01i
/ hpJ / j 1.00 ft.
$,o/ 511 / / / LAKE SECTION 'AA'
v rV SCALE: 1"=100' HORIZ.
/ S >
1"=100' VERT.
+00 8+00 9+On 10+00 11+00 12+00
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AS SHOWN
DRAWN BY
BCP/CSO
BY
WCHEMO/APPROVED
BCP
DATE PRINT DATE
4/26/2013 4/26/2013
PROJECT NO-
0252011
O
SHEETNO.
um
5 of 7
DRAWING NO.
�I C-5
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101 ,,. ��\ CA
PESS
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HW
UNDISTURBED EARTH
HW
FILL SECTION
(PREFERRED)
INLET STRUCTURE OR SHOP FABRICATED FITTING
� FILL SECTION
UNDISTURBED EARTH
FILL SECTION
M
UNDISTURBED EARTH
DISSIPATOR
ENERGY DISSIPATOR
SHOP FABRICATED HDPE FITTING & HDPE
EXTENSION OR CORRUGATED PLASTIC PIPE
EXTENSION (AASHTO-M-294-831) W/
APPROVED ANNULAR TYPE BAND COUPLING.
ENERGY DISSIPATOR
DIA. (INCHES)
MIN. HW
(INCHES)
MIN. SLOPE RECOMMENDED MAX. SLOPE (%)
M (FOR CULVERTS IN STREAMS)
0.6 1.7
18
33
24
39
0.4
1.1
30
45
0.3
0.8
36
54
0.2
0.7
42
63
0.2
0.6
48
72
0.2 0.5
0.1 0.5
0.1 0.5
54 80
60 90
NOTES:
1. PROVIDE INLET AND OUTLET ENOWALLS OR STRUCTURES AS REQUIRED.
SEE PLAN FOR SITE SPECIFIC RI QUIREMENTS.
2. ALL CROSS CULVERTS TO BE HDPE. INSTALL PER
MANUFACTURER'S WRITTEN SPECIFICATIONS.
3. MIN. 18" PIPE REQUIRED
TYP. CULVERT INSTALLATION (1$"-60") 1
SCALE: NOT TO SCALE D 1
12"NCDOT #5 OR #57
WASHED STONE
CLASS A OR BEROSION
AT AT C
CONTROLSTONE
CONTECH C200
FILTER FABRIC j
2
1 1
SECTION A -A
STONE CHECK DAM:
STONE SHOULD BE PLACED OVER THE CHANNEL BANKS
TO KEEP WATER FROM CUTTING AROUND DAM.
L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
THE FOLLOWING CRITERIA SHOULD BE USED WHEN DESIGNING A CHECK C
9'MIN.
- ENSURE THAT THE DRAINAGE AREA ABOVE THE CHECK DAM DOES NOT
EXCEED 2 ACRES.
- KEEP THE MAXIMUM HEIGHT AT 9 INCHES AT THE CENTER OF THE DAM.
- KEEP THE CENTER OF THE CHECK DAM AT LEAST 3 INCHES LOWER THAN
THE OUTER EDGES AT NATURAL GROUND ELEVATION.
- KEEP THE SIDE SLOPES OF THE DAM AT 2:1 OR FLATTER.
- ENSURE THAT THE MAXIMUM SPACING BETWEEN DAMS PLACES THE TOE
OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE TOP OF THE
DOWNSTREAM DAM.
- STABILIZE OVERFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION A
CAUSED BY CHECK DAMS.
CHECK DAM
NOT TO SCALE
CHECK DAM
SCAU=: NOT TO SCALE D 1
50' MINIMUM LENGTH
6" MIN.
THICKNESS
EXISTING GROUND IFILTER FABRIC
UNDER STONE
SECTION
PLAN
PUBLIC STREET
PUBLIC
STREET
NOTES:
1. A STABILIZED PAD OF COARSE AGGREGATE SHALL BE LOCATED WHERE TRAFFIC WILL BE
ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM A PUBLIC STREET.
2. STONE TO BE 2-3" COARSE AGGREGATE
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING
OR I"LOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND
REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST
BE REMOVED IMMEDIATELY.
5. WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING
A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA
STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN.
6. FILTER FABRIC SHALL BE CONTECH C200 OR APPROVED EQUAL.
STABILIZED CONSTRUCTION ENTRANCE
SCALE NOT TO SCALE
0 0
o
FLOW O 0
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0 o q 2ww
CLASS B RIPRAP '� `' w w 1 O O O p
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O
LL
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FLOW CULVERT
CULVERT
_-1
FILTER BERM
NCDOT #5 OR #57 FLOW/
WASHED STONE
RIPRAP HEADWALL ROAD OR NATURAL
1' MIN. HEIGHT FROM GROUND
ROAD SHOULDER
1 13
LAW-L
I \ CLASS B RIPRAP
NCDOT (/5 OR (j57
WASHED STONE
CULVERT INLET PROTECTION
SCALE: NOT TO SCALE
LENGTH = (LA)
cq p LL
u LL
00
CULVERT
g
p
T - SEE STORM DRAINAGE
p PIPING LISTING C2
CONTECH
FILTER FAA BRICRIC
CONTECH C200
FACE VIEW FILTER FABRIC
ENERGY DISSIPATOR
SCALE: NOT TO SCALE
TOP AND BOTTOM
STRAND MIN.10
GA., (TYP)
-STEEL POST
WIRE FABRIC -FILL SLOPE
--FILTER
FABRIC-36"MIN.
WIDTH �
FAO
8"
-ANCHOR FABRIC AS
SHOWN
4 SECTION
VARIABLE (8' MAX.)
�STAY WIRES, ANCHOR WIRE
12" SPACING FABRIC TO POST
MIN. 14 GA.
EXISTING
GROUND
LINE
U) SECURELY
W N w ANCHOR FABRIC
�E _- TO FENCE
Z Q
Z � U'
J 11 N
J H
MAX. WIRE w O
LU FABRIC MESH " 0 a
OPENING SIZE _ It
36 SQ. IN. FILTER FABRIC TO BE POLYPROPYLENE
NYLON, POLYESTER OR POLY- ETHYLENE
ELEVATION YARN OF MANUFACTURER TO BE
APPROVED BY ENGINEER
NOTES:
1. THE CONTRACTOR SHALL MAINTAIN ALL SILT FENCING BY REMOVING AND DISPOSING OF SILT
ACCUMULATIONS AS DIRECTED BY THE ENGINEER. FILTER FABRIC SHALL BE REPLACED WHEN IT
HAS DETERIORATED TO SUCH EXTENT THAT IT REDUCES THE EFFECTIVENESS OF THE SILT FENCE.
2. FILTER FABRIC SHALL HAVE A MINIMUM TENSILE STRENGTH (AT 20% MAX. ELONGATION) OF 30
POUNDS PER LINEAR IN., WIRE FABRIC REQUIRED.
3. IF EXTRA STRENGTH FABRIC IS UTILIZED (MIN. TENSILE STRENGTH IS 50 POUNDS PER LINEAR IN.
AT MAX. 20% ELONGATION), WIRE FABRIC IS OPTIONAL, MAXIMUM POST SPACING IS 6 FEET. USE
AT OR NEAR ALL WATERCOURSES.
4. POSTS SHALL BE 1.33 POUND PER LINEAR FOOT STEEL UNLESS OTHERWISE APPROVED BY
ENGINEER.
5. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND DAILY DURING
PROLONGED RAINFALL. REPAIRS SHALL BE MADE AS NECESSARY.
6. FABRIC SHALL BE REPLACED PROMPTLY IF FOUND TO BE IN DISREPAIR.
7. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN DEPOSITS
REACH APPROXIMATELY Y3 HEIGHT OF BARRIER.
TEMPORARY SILT FENCE 6
SCALE: NOT TO SCALE D 1
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
ITS THE LAIN!
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SCALE
AS SHOWN
DRAWN BY
BCP/CSO
BY
WCHECKED/APPROVED
BCP
DATE PRINT DATE
4/26/2013 4/26/2013
PROJECT NO.
0252011
O
SHEET NO.
Um
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'�/,;,/ PE Sl

6" PVC SKIMMER
DEVICE WITH 3.25"
ORIFACE DIAMETER
ANTI -VORTEX PEA
REMOVABLE
TRASH RACK
]-%%%,,,MUM
SEDIIMENT HEIGH
&BASIN 2 BASIN DEPT
DEPTH
#57 STON�
CONNECT 4" PVC SKIMMER -
CLASS B STONE PAD PIPE TO RISER
(4' X 4' X 1' MIN.)
PROVIDE MIN. OF
3 CORRUGATIONS
EMBEDDED IN CONC.
2.5
1 �f
Io
24" BARREL
ANTIFLOTATION CONCRETE
48" x 48" x 15"
CREST OF EMBANKMENT
5
11
INV.
5'x5' WATERTIGHT ANTI -SEEP
COLLAR LOCATED SLIGHTLY
DOWNSTREAM OF C/L DAM
CUT-OFF TRENCH (2' DEEP) (1:1)
DETENTION BASIN &O+pUTLET STRUCTURE DETAIL 2
POND #1 AREA = 14,681 S.F. SCALE: NOT TO SCALE 02
6" PVC SKIMMER ANTI -VORTEX PLA
DEVICE WITH 3,25" REMOVABLE
ORIFACE DIAMETER --\ TRASH RACK
I -qwftSEDIMENT HEIGHT
6' BASIN 1 2 BASIN DEPTt
DEPTH 7*4
#57 STON�
CONNECT 4" PVC SKIMMER
CLASS B STONE PAD PIPE TO RISER
(4' X 4' X 1' MIN.)
PROVIDE MIN. OF-
3 CORRUGATIONS
EMBEDDED IN CONC.
CIL DITCH
30" BARREL
ANTIFLOTATION CONCRETE
60" x 60" x 18"
CREST OF EMBANKMENT
5
11
INV.
5'x5' WATERTIGHT ANTI -SEEP
COLLAR LOCATED SLIGHTLY
DOWNSTREAM OF C/L DAM
CUT-OFF TRENCH (2' DEEP) (1:1)
nCTCAITInK1 PA(ZIKl A. ()l ITI PT CTRI IC'-"TI IRG IlGTAII
POND #2 AREA = 14,513 S.F.
:1
SCALE: NOT TO SCALE
D2
NOT ALL
CUT AND FILL SLOPES S ALL BE 2.5: 1 OR FLATTER,
2, SEED AND PLACE MATTING F R EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES.
3, A YELLOW STRIPE SHALL BE AINTED AT THE ELEVATION DESIGNATED AS
"1/2 BASIN DEPTFI". WHEN EDIMENT IN BASIN REACHES THIS LEVEL IT SHALL BE REMOVED
AND DEPOSITED IN A SUITAB E AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
4. INSTALL A MINIMUM OF 3 C01 FIBER BAFFLES IN ACCORDANCE WITH PRACTICE STANDARD 6.65.
5, INSTALL SKIMMER AND COUP G TO RISER STRUCTURE 1 FT. FROM BOTTOM OF BASIN.
6, THE ARM PIPE SHALL HAVE MINIMUM LENGTH OF 6 FT. BETWEEN THE SKIMMER AND COUPLING.
RISER STRUCTURE
EMBANKMENT
.// -'POROUS BAFFLE
TO BE INSTALLED
PLAN SEE DETAIL ON THIS
SHEET.
SEDIMENT BASIN (PLAN
SCALE:NOT TO SCALE
1
D2
SEDIMENT TRAP --/
EROSION AND MAINTENANCE NOTES
1.
TOTAL DISTURBED AREA: 22.08 ACRES
2.
INSTALLED EROSION CONTROL MEASURES AS A MINIMUM, IN CONFORMANCE WITH NCDENR.
SEEDING NOTES
3,
ALL PIPES SHALL HAVE RIP RAP ENERGY DISSIPATORS AT OUTLETS.
4.
ALL EARTHEN MATERIAL TO REMAIN ON SITE. NO TRUCKING MATERIAL OFFSITE.
TEMPORARY SEEDING - LATE WINTER AND EARLY SPRING
5.
ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN AREAS OF INACCURATE
-10'x6'xl8"
TOPO OR WHERE REQUESTED BY NCDENR INSPECTOR, ENGINEER, OR OWNER.
SEEDING MIXTURE
CLASS 1
6.
STABILIZE ALL EXISTING UNCOVERED AREAS THAT WILL NOT BE IMPACTED BY NEW GRADING
SPECIES RATE (LB/ACRE)
RIPRAP
ACTIVITIES.
7.
CHECK SEDIMENT/EROSION CONTROL DEVICES AFTER EACH STORM EVENT. MAINTAIN OR
RYE (GRAIN) 120
REPLACE EACH DEVICE IF SEDIMENT ACCUMULATION HAS REACHED ONE HALF THE
ANNUAL LESPEDEZA (KOBE IN
CAPACITY OF THE DEVICE.
PIEDMONT AND COASTAL PLAN,
8.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
KOREAN IN MOUNTAINS) 50
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
10;OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY
9.
SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN STORAGE CAPACITY HAS BEE N
COVER IS NOT TO EXTEND BEYOND JUNE.
APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMI NT
POOL NO LONGER DRAINS PROPERLY.
SEEDING DATES
10. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY. AND MULCHED
MOUNTAINS- ABOVE 250OFT: FEB.15 - MAY 15
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS. DEN:;E
BELOW 250OFT: FEB. 1 - MAY 1
FILTER FABRIC
VEGETATIVE COVER.
PIEDMONT- JAN. 1 - MAY 1
MIRAFI 70OX
COASTAL PLAIN - DEC. 1 -APR. 15
TEMPORARY SEEDING - SUMMER
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS A SMALL -STEMMED
1O'x6'x18"'
CLASS I
RIPRAP
FILTER FABRIC
MIRAFI 70OX
CONTECH TRM-C45 OVERLAP
COMPACT DITCH BOTTOM
LINE WITH CONTEC TRM-C45
SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB/ACRE.
EDGES 12" MIN. IN
DIRECTION OF SWALE
AND SEED WITH TALL FESCUE
SEEDING DATES
FLOW WITH ANCHOR
AFTER EXCAVATION NATURAL
MOUNTAINS- MAY 15-AUG. 15
PINS EVERY 1'
GROUND LINE
PIEDMONT- MAY 1 -AUG. 15
ALONG OVERLAP.
COMPACTED BERM
COASTAL PLAIN - APR. 15 - AUG. 15
SEED AND MULCH
AFTER CONSTRUCTION 2'-0"
SEEDING NOTES:
12" MIN.
MIN.
2
SOIL AMENDMENTS
FLOW y
`/_i�
1
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2000
5
-'
LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LBIACRE
_
^J
_
1
_
10-10-10 FERTILIZER.
MULCH
=
IL
APPLY 4000 LBlACRE STRAW. ANCHOR STRAW BY TACKLING WITH
-
ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH
=1 1 2'-O" TYP.
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
CONTEC
TRM-C45
DITCH
DETAIL
5
REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR
OTHER DAMAGE.
CONSTRUCTION SEQUENCE
NOTE:
1. OBTAIN LAND DISTURBING PERMIT FROM NCDENR, AND ATTEND PRE -CONSTRUCTION
MEETING.
2. PRIOR TO ANY OTHER CONSTRUCTION. CONSTRUCT A STABALIZED CONSTRUCTION
ENTRANCE AT EACH POINT OF ENTRY INTO OR EXIT FROM THE SITE.
3. BEGIN LOGGING OPERATION. CREATE AND STABILIZE CONSTRUCTION/ LOGGING STAGING
AREA. BEGIN TREE CUTTING AND TREE REMOVAL SIMULTANEOUSLY WITH THE CLEARING
OPERATION (AS TREE CUTTING AND REMOVAL IS CREATING ACCESS). STUMPING OPERATION
IS PROHIBITED UNTIL ALL EROSION CONTROL MEASURES ARE IN PLACE. LOGGING
OPERATION WILL OCCUR ON THE ENTIRE JOB. EROSION CONTROL MEASURES WILL BE
INSTALLED ON THE ENTIRE JOB.
4. INSTALL SEDIMENT TRAPS AND OUTLET PROTECTIONS. INSTALL ADDITIONAL TRAPS AND
BARRIERS AS NEEDED. ONLY REMOVE THE STUMPS AS NEEDED TO CONSTRUCT THE
SEDIMENT BASINS.
5. AFTER ALL EROSION CONTROL MEASURES ARE IN PLACE AND ARE SUFFICIENT TO CONTROL
UNTIL ALL UPSTREAM GROUND WITHIN THE CONSTRUCTION AREA HAS BEEN COMPLETELY
STABILIZED WITH PERMANENT VEGETATION AND ALL ROADS HAVE BEEN COMPLETED.
6. INITIATE THE MASS GRADING AND CONSTRUCTION OF THE SITE. MAINTAIN ALL SEDIMENT
CONTROL UNTIL ALL UPSTREAM GROUND WITHIN THE CONSTRUCTION AREA HAS BEEN
COMPLETELY STABILIZED WITH PERMANENT VEGETATION AND ALL ROADS HAVE BEEN
COMPLETED.
7. INSTALL PRINCIPAL STORM DRAINAGE, INCLUDING INLET AND OUTLET PROTECTION, DIRECT
TEMPORARY DITCHING TO INLETS WITH STONE INLET PROTECTION IN PLACE. GRADE IN
PERMANENT DIVERSION DITCHES TO BYPASS RUNOFF THROUGH THE CONSTRUCTION
AREAS. THESE DITCHES ARE TO INCORPORATE SEDIMENT TRAPS TO TREAT ANY SEDIMENT
CREATED FROM GRADING THE DITCHES THEMSELVES. THE DITCHES ARE TO BE SEEDED AND
LINED WITH DITCH MATTING OF APPROPRIATE WITHIN TWO (2) WEEKS OF ACHIEVING FINAL
GRADE.
8. TEMPORARY SEEDING SHALL BE USED TO STABILIZE DENUDED AREAS WHICH WILL NOT BE
BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 21 CALENDAR DAYS. SEE SECTION
6.10 OF THE NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL,
LATEST EDITION.
9. AREAS TO BE STABILIZED WITH PERMANENT VEGETATION MUST BE SEEDED OR PLANTED
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS AFTER FINAL GRADE IS REACHED. UNLESS
TEMPORARY STABILIZATION IS APPLIED. SEE SECTION 6.11 OF THE NCDENR EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, LATEST EDITION.
10. UPON COMPLETION OF CONSTRUCTION, PERFORM FINAL STABILIZATION AND REMOVE ALL
TEMPORARY SEDIMENT CONTROL STRUCTURES.
11. REQUEST FINAL APPROVAL BY NCDENR.
NOTE: EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED DAILY AND AFTER
ANY RAINFALL ANY REPAIRS OR DEFICIENCIES SHALL BE CORRECTED IMMEDIATELY. A DAILY
RECORD LOG SHALL BE MAINTAINED ON THE SITE BY THE GENERAL CONTRACTOR AND WILL
RECORD ANY DEFICIENCIES AND THE CORRECTIVE MEASURES TAKE. INSTALLATION OF
ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE NECESSARY IF REQUESTEL
BY ON -SITE INSPECTION OF BUNCOMBE COUNTY STAFF OR THE OWNERS REPRESENTATIVE OF
THE ENGINEER.
TYPICAL DIVERSION DITCH 02 GENERAL NOTES:
SCALE: NOT TO SCALE (APPLICABLE TO ALL SHEETS)
HEAVY DUTY FILTER
FABRIC OVERLAP
EDGES 12" MIN. IN
DIRECTION OF SWALE
FLOW WITH ANCHOR
PINS EVERY 1'
ALONG OVERLAP./ 7
FLOW �3
PERMANENT SEEDING
1.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDENR.
2.
THE PROJECT DOES NOT LIE WITHIN A 100 YEAR FLOOD PLAN.
SEEDING MIXTURE
3.
THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTATION AND PRIMARY
SPECIES RATE (LB/ACRE)
CONTROL ANY SUCH POINTS WHICH THE CONTRACTOR BELIEVES WILL BE DESTROYED
SHALL HAVE OFFSET POINTS WHICH THE CONTRACTOR.
TALL FESCUE 100
4.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO: A.) PREVENT ANY DAMAGE TO
SERICEA LESPEDEZA 20
PRIVATE PROPERTY AND PROPERTY OWNER'S POLES, FENCES, SHRUBS, ETC. B.) PROTECT
COMPACT DITCH BOTTOM
KOREAN LESPEDEZA 10
ALL UNDERGROUVD UTILITIES. C.) NOTIFY ALL UTILITY COMPANIES AND FIELD VERIFY
LINE WITH HEAVY DUTY FILTER
REDTOP 5
HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO START OF
FABRIC
KENTUCKY BLUEGRASS 5
CONSTRUCTION. NOTIFY OWNER OF ANY POTENTIAL CONFLICTS WHICH MAY EXIST BETWEEN
NATURAL
THE EXISTING UTILITIES AND CONSTRUCTION PLANS.
GROUND LINE -
�\
SEEDING NOTE
5.
BARRICADING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE THE
COMPACTED BERM
AFTER AUG. 1, USE UNSCARIFIED SEED FOR SERICEA
RESPONSIBILITYDF THE CONTRACTOR AND SHALL CONFORM TO THE NCDOT STANDARD
SEED AND MULCH
LESPEDEZA.
SPECIFICATIONSAND DRAWINGS. TRAFFIC FLOW AND ACCESS SHALL BE MAINTAINED
AFTER CONSTRUCTION
DURING ALL PHAiES OF THE CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR
NURSE PLANTS
PROVIDING TRAFIC SAFETY MEASURES FOR WORK ON PROJECT.
0.65'
BETWEEN MAY 1 AND AUG. 15 ADD 10 LB/ACRE GERMAN MILLET
6.
CONTRACTOR SHALL MAINTAIN DRAINAGE AT ALL TIMES DURING CONSTRUCTION. BONDING
DEPTH FLOW
OR 15 LB/ACRE SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG.
OF WATER IN STREETS, DRIVES, TRUCK COURTS, TRENCHES, ETC. WILL NOT BE ALLOWED.
---
15 ADD 40 LB/ACRE RYE (GRAIN). IT MAY BE BENEFICIAL TO PLANT
7
ANY DAMAGES THAT MAY OCCUR TO REAL PROPERTY OR EXISTING IMPROVEMENTS SHALL
- - -
THE GRASSES IN LATE SUMMER AND OVERSEED THE
BE RESTORED EY THE CONTRACTOR TO AT LEAST THE SAME CONDITION THAT THE REAL
6-0"
LESPEDEZAS IN MARCH.
PROPERTY OR EXISTING IMPROVEMENTS WERE IN PRIOR TO THE DAMAGES. THIS
RESTORATION SHALL BE SUBJECT TO THE OWNER'S APPROVAL; MOREOVER, THIS
SEEDING DATES
RESTORATION SHALL NOT BE A BASIS FOR ADDITIONAL COMPENSATION TO THE
T
A T T
BEST POSSIBLE
CONTRACTOR. RESTORATION SHALL INCLUDE. BUT NOT LIMITED TO, REGRASSING,
BELOW 2500 FT: AUG. 15 - SEPT. 1 JULY 25 - SEPT. 15
REVEGETATION, REPLACING FENCES, REPLACING TREES, ETC.
MAR. 1 - APR. 1 MAR. 1 - MAY 10
8.
WHERE PRESENT, CONTRACTOR SHALL MAINTAIN EXISTING SANITARY SEWER AND WATER
_ _ =
SERVICE AT ALL TIMES DURING CONSTRUCTION.
ABOVE 2500 FT: JULY 25 - AUG. 15 JULY 15 - AUG. 30
9.
CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH UTILITY COMPANIES AND
MAR. 20 - APR. 20 MAR. 5 - MAY 15
ADJUSTMENT OF EXISTING SANITARY SEWER CLEANOUTS, WATER METERS AND ANY OTHER
APPURTENANCES TO NEK' GRADE AS REQUIRED
TYPICAL RIP -RAP CHANNEL DETAIL 6 COPLETE SEEDING EARLIER IN FALL, AND START LATER IN 10. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE LOCAL, STATE, AND
SPRING ON NORTH AND EAST FACING SLOPES.
SCALE: NOT TO SCALE
FEDERAL STORM WATER POLLUTION PREVENTION LAWS AND ORDINANCES.
D`Z
11. PAVEMENT REMOVAL AND REPAIR SHALL CONFORM TO NCDOT REQUIREMENTS. ALL
SOIL AMENDMENTS
SAWCUTS SHALL BE FULL DEPTH CUTS. CONTRACTOR SHALL MAKE EFFORTS TO PROTECT
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR
CONCRETE EDGES. ANY LARGE SPALLED OR BROKEN EDGES SHALL BE REMOVED BY
AIR MESH OR SIMILAR,
APPLY4,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND
SAWCUTTING PAVEMENT PRIOR TO REPLACEMENT.
STAPLED OR TRENCHED
1,000 LB/ACRE 5-10-10 FERTILIZER.
12. CONTRACTOR SHALL MAINTAIN ALL EROSION AND SEDIMENTATION CONTROL MEASURES
INTO BOTTOM OR SIDE
DURING CONSTRUCTION AND THROUGHOUT PROJECT CLOSE OUT.
BAFFLE CONSTRUCTION NOTES:
MULCH
13. OWNER SHALL MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES AFTER
APPLY 4,000-5,000 LB/ACRE GRAIN STRAW OR EQUIVALENT
PROJECT CLOSE OUT.
1) INSTALL STEEL POSTS DRIVEN AT A DEPTH OF 24" :XACED
COVER OF ANOTHER SUITABLE MULCHING MATERIAL. ANCHOR
14. TEMPORARY SEEDING SHALL BE USED TO STABALIZE DENUDED AREAS WHICH WILL NOT BE
AT A MIN. OF 4' APART. TOPS OF BAFFLES SHOULD BE ="
MULCH BY TACKING WITH ASPHALT, ROVING, OR NETTING.
BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 21 CALENDAR DAYS. SEE SECTION
/I LOWER THAN TOP OF BERM.
NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP
6.10 OF THE NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL,
2) ADD WIRE OR ROPE ACROSS TOP OF POSTS TO PRE VENT
SLOPES.
DATED JUNE 1, 2006.
SAGGING.
3) WRAP POROUS MATERIAL, IE. JUTE BACKED BY C011t
MAINTENANCE
15. AREAS TO BE STABALIZED WITH PERMANENT VEGETATION MUST BE SEEDED OR PLANTED
MATERIAL, OVER TOP WIRE. ATTACH FABRIC TO ROPE AND
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS AFTER FINAL GRADE IS REACHED, UNLESS
SUPPORT STRUCTURE WITH STAPLES OR WIRE.
MOW NO MORE THAN ONCE A YEAR. REFERTILIZE IN THE
TEMPORARY STASALIZATION IS APPLIED.
4) INSTALL 3 ROWS OF BAFFLES BETWEEN THE INLET AND
SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. RESEED,
16. DISTURBED AREA LIES OUTSIDE OF 100 YEAR FLOODPLAIN.
OUTLET DISCHARGE POINT. THE SPACING SHALL BE SUCH
FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
1 TOTAL DISTURBED AREA: ACRES.
THAT THE FIRST BAFFLE SHALL BE PLACED AT 25%OF
18. . TAX PARCEL: PIN9716527165.
65.
DISTANCE BETWEEN THE INLETAND OUTLET; THE SECOND
19. THE FINANCIALLY RESPONSIBLE PARTY AND CONTACT PERSON IS Mr. C.P. McCrary.
BAFFLE AT 50%; AND THE THIRD BAFFLE AT 75%.
5) THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE
ADDRESS:
ANCHORED IN A TRENCH OR PINNED WITH B" MATTING
McCrary Stone Services, Inc
STAPLES.
5 Williams Road
Fletcher, NC 28732
POROUS BAFFLE DETAIL r4� PHONE
828-684-5522
SCALE: NOT TO SCALE
D2
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
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CHECKED/APPROVED BY
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DATE PRINT DATE
4/26/2013 4/26/2013
PROJECT NO.
0252011
SHEET N0.
7 of 7
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