20210615_ADI_Received_map

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ISSUED PROJECT PLAN SETS
DATE
STATUS
REMARKS
5/25/2021
PERMIT DRAWINGS
FOR REVIEW
6/7/2021
FINAL PERMIT DRAWINGS
SUBMITTAL TO NCDEQ
6/10/2021
FINAL PERMIT DRAWINGS - REV
SUBMITTAL TO NCDEQ
E--
AFTAthat
V1 I ITY "AP
Ku"`JEc"mr LOC 11 TION MAP U 1V1
professional Certification: l hereby certify
_
these documents were prepared and
approved by me and that I are a dully
r;
Licensed professional engineer under the
laws of the State of North Carolina.
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AFFECTEDTOTAL
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ON
TOTAL AFFECTED A EA
PIN 024800406607
R aS LEWIS & WIFE', MENNY (.., WI
MATCHLINE TO SHEET CS.03:,:
EXISTING PERMIT BOUNDARY
ACCESS HAUL ROAD
fASEMENT) TOTAL LENGTH
PX. 3857 FT.
PROPERTY BOUNDARY
€t PERMIT BOUNDARY
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E 30' UNi}I5TURBED
5 ,) BUFFER
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PLAN NOTES-`
1. BASE MAPPING INFORMATION OBTAINED FROM BLADEN,COUNTY, ,NC GIS
I
AND SURVEY MAPPING PROVIDED BY OTHERS
2, SEE DETAIL SHEETS FOR CROSS-SECTION AND EROSION CONTROL MEASURE SEDIMENTykNCE
DETAILS.
3, SEE RECLAMATION PLAN FOR SEEDING AND TURF SCHEDULE.¢
GENERAL NOTES:
1. BOUNDARY INFORMATION, ADJACENT PROPERTY OWNER. INFORMATION
AND PARCEL LINES OBTAINED FROM A COMBINATION OF BLADEN COUNTY'
GIS INFORMATION AND SURVEY MAPPING PROVIDED BY OTHERS.
2. ADJACENT VEGETATION DERIVED FROM AERIAL PHOTOGRAPHY. '
3. THIS PROERTY IS WITHIN ZONE X WITH MINIMAL FLOOD RISK ACCORDING
TO FIRM MAP 3720024600L DATED JANUARY 5,2007.
4. ALL DISTURBED AREAS SHALL BE SEEDED AND STABILIZED PER NCDEQ
REQUIREMENTS.
5• APPLICANT:
BARNHILL CONTRACTING COMPANY x
1100 ROBESON STREET
FAYETTEVILLE, NC 28305
[phone]
CONSTRUCTION SE UE CE a
1. INSTALL SEDIMENT FENCE AROUND PERMIMETER BOUNDARY AS REQUIRED.
2. STRIP LAND AND BUILD BERMS.
3• STABILIZE BERM SLOPES BY SEEDING AND FERTILIZING. '
4. ENSURE A BERM IS PRESENT AT THE MINES WORKING PIT BOUNDARY. }
. ONCE ALL MINING OPERATION IS COMPLETE, BEGIN :CREATION OF FINAL y x
SLOPES ALONG MINING EDGES UTILIZING BERMS AND OVERBURDEN TO
ESTABLISH FINISHED SLOPES.,¢ xw
6. ONCE MINING PIT BANDS ARE PROPERLY DRESSED, PREPARE AREAS FOR
SEEDING, LIME AND FERTILIZING,
7, COMPLETE SEEDING, LIME AND FERTILIZING. bs `
B. RESEED AREAS AS REQUIRED. "t
9. WHEN SITE IS STABILIZED .AND READY FOR FINAL CLOSURE, REMOVE
TEMPORARY SEDIMENT FENCES AND TEMPORARY EROSION CONTROL
MEASURES.
ry
TOTAL
HAUL ROAD EXTENSION
PERMITTED i I
NAME-OWNER/APPLICANT: BARNHILL CONTRACTING COMPANY
MINE a ■
CUMBERLAND': COUNTY
PERMIT-12
LEGEND:
+' -- EXISTING GROUND CONTOURS .
-SF- TEMPORARY SEDIMENT FENCE
EXISTING ROAD
-- � PROPERTY BOUNDARYIP IT BOUNDARY ERM
PROPOSED GROUND CONTOURS
x X x
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REVEGETATION SUI FACE TREATM5NT AND SEEDING SCHEDULE
SURFACE TREAMENT / SEED SEEDING DATES: APPLICATION RATE
TEMPORARY SEEDING;
RYE (GRAIN) - TEMPORARY DEC. 1 a APR. 5 120 LBS. /ACRE
AUG" 15 a APR. 15
GERMAN MILLET APR. 15 r AUG. 15 40 LBS./ACRE
LIMESTONE 4000 LBS" /ACRE
FERTILIZER, 10-10-10 AUG" 15 - DEC. 30 1000 LBS. /ACRE
DEC. 1 AUG 15 750 LBS./ACRE
STRAW MULCH
4000 LBS. /ACRE
PERMANENT SEEDING,
TALL FESCUE
100 LBS. /ACRE
PENSACOLA BAHLA
50 LBS. /ACRE
SEPT, 1 - OCT. 31
SERICEA LESPEDEZA
OR FEB, 15 - APR" 30
10 LBS. /ACRE
COMMON BERMUDAGRASS
10 LBS. /ACRE
NURSE PLANT d GERMAN MILLET
10 LBS,/ACRE
:APR. 15 - AUG. 15
PRIOR TO MAY Ft
40 LBS./ACRE
GRAIN
RYE (GRAIN)
AFTER AUG. 1. 5
LIMESTONE
MULCH -GRAIN STRAW, ANCHORED
Nr BARNHILLCONTRACTING COMPANY
MINE NAME:----- WHATCHAMACALLIT PIT
I COUNTY
MINE PERMIT No.: 09-12
PERMITTEDTOTAL ACREAGE:
TOTAL.* AREA: • AC.
LEGEND®
-~--- _10& -~
EXISTING GROUND CONTOURS
-SF-
TEMPORARY SEDIMENT FENCE
EXISTING ROAD
PROPERTY BOUNDARY/PERMIT BOUNDARY
-- -
PROPOSED GROUND CONTOURS
30' UNDISTURBED BUFFER
X X
r r r
25' BUFFER FOR S' HIGH BERM
AREA TO BE REVETATI D
4000 LBS. /ACRE
4000 LBS. /ACRE
4
PROPERTY BOUNDARY
£t PERMIT BOUNDARY
i
s
30'UNDISTURBED
BUFFER
25' BERN(
'� r
SEDIMENT lENCE
Al
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44 o E..e ♦ �� � � �, �".� �. r �.. A eat° ."XIx x.,,,x I�j '`� x X� x x x %y'°
EXISTING PERMIT BOUNDARY
ACCESS HAUL ROAD
(EASEMENT) TOTAL LENGTH
PPX. 3857 FT.
PROPERTY BOUNDARY
I Et PERMIT BOUNDARY
25'
BE f 1;3-- 09
SEDIMENTFENCE 30'UNDISTURBED
ic�
n
!a.'' � �EQUIRE1)- �.. BUFFrwR..
;;.,.
-- EXISTING HAUL. ROAD
SEEDING NOTES:
✓ 'Wg
ALL DAMAGED AREAS SHALL BE REFERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO THIS SEEDING SCHEDULE.
PLAN NOTES/
1. BASE �AAPPING INFORMATION OBTAINED FROM BLADEN COUNTY, NC GIS I
AND SURVEY MAPPING PROVIDED BY OTHERS.
2.. SEE DETAIL SHEETS FOR CROSS-SECTION AND EROSION CONTROL MEASURE
"
DETAILS.
3" SEE RECLAMATION PLAN FOR SEEDING AND TURF SCHEDULE.
GENERAL NOTES:
`
1. BOUNDARY INFORMATION ADJACENT PROPERTY OWNER INFORMATION
AND PARCEL LINES OBTAINED FROM A COMBINATION OF BLADEN COUNTY
f g
GIS INFORMATION AND SURVEY MAPPING PROVIDED BY OTHERS.
2.. ADJACENT VEGETATION DERIVED FROM AERIAL PHOTOGRAPHY.
y�
. THIS PROERTY IS WITHIN ZONE X WITH MINIMAL FLOOD RISK ACCORDING
TO FIRM MAP 3720024600L DATED JANUARY 5,2007.
<.
4, DISTURBED AREAS SHALL BE SEEDED AND STABILIZED PER NCDEQ
.ALL
REQUIREMENTS.
F. x
5. APPLICANT.
BARNHILL CONTRACTING COMPANY
1100 ROBESON STREET
FAYETTEVILLE, NC 28305
[phone]
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BUFFERS
PERMITTED PIT AREA
HAUL ROAD EXTENSION
MINE NAME: WHATCHAMACALLIT PIT —
COUNTY:
•
ACREAGE:INE PERMIT No.:
PERMITTED
80
'TOTAL PARCEL AREA: 39.92± AC.
LEGEND:
- -- — EXISTING GROUND CONTOURS
—SF— TEMPORARY SEDIMENT FENCE
EXISTING ROAD
- -- PROPERTY BOUNDARY/PERMIT BOUNDARY
PROPOSED GROUND CONTOURS
®� X � X f� 30' iJNDIS•I'URBED BUFFER
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EXISTING PERMIT BOUNDARY
ACCESS HAUL ROAD
{EASEMENT) TOTAL LENGTH
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PROPERTY BOUNDARY
Et PERMIT BOUNDARY
et ° 30' UNDISTURBED
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PLC NOTES"
g
I LADEN COUNTY NC GIS SED(I_ViENT
. BASE MAPPING INFORMATION OBTAINED FROM
F C�
AND SURVEY MAPPING PROVIDED BY OTHERS. fi� �c�� �� � � �
EROSION CONTROL MEASURE
T��N AND
2. SEE SEE DETAIL SHEETS FOR CROSS -SEA r
DETAILS, , 1 I ° gia..,,,✓A«_ti ":Ay'" e �^,»'"' r'x9" r'
3. SEE RECLAMATION PLAN FOR SEEDING AND TURF SCHEDULE.
U :. r ; - `{`
r G 'C' ✓l ` �� .�. e � �A.� � 1 ' 40' HAUL ROAD
r m�
GENERAL Y ]'
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9
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�--- ��- `� w ��� _ !/ X SEDIMENT FENCE
TION ADJACENT PROPERTY OWNER INFORMATION z / K� y
� BOUNDARY INFO � r���� .� �. ��� �� � �� �s � ��x � �w..,� .��-��-� � � �� »� � � �. � �,�s REQUIR�Dy
y
AND PARCEL LINES OBTAINED FROM A COMBINATION OF BLADEN COUNTY � f :.: I
E
GIS INFORMATION AND SURVEY MAPPING PROVIDED �' OTHERS.6� �.� a`�
L PHOTOGRAPHY. -�'�` X r PROPERTY BOUNDARY
2. ADJACENT VEC`aE-rATION DERIVED FROM AERIA i ,,r ,. s� m
THIS PROER S ZONE WITH MINI tl".._� , PERMIT BOUNDARY
3. TY I WITHIN ON MINIMAL FLOOD RISK ACCORDING
�,. je /J/ / ' ? �Y �T�Mr.. �' �..
TO FIRM MAP 3720024600L DATED JANUARY 512007. �-, - :� � d �. ,/' ,M� I �. '� ; - •
TABILIZED PER NCDE ��� ' -� =''•��.."� �� �.
4. ALL DISTURBED AREAS SHALL BE SEEDED ANDS
REQUIREMENTS.
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41
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5. APPLICANT. F
..,
BARNI—TILL CONTRACTING COMPANY fir. X a.I
f`+ • az ��
1100 ROBESON STREET �-a� L''°�� -..�..�.., ._�•,•�� .:�.,,. ���. i�f, �5� -» � rr �. 'e 4 ,.: �a��; I
�'0.`a Gam. -..I "`w ',d ^�i. '' �-;,.,,� ,,xw .:."'-•:.-.:v`�t ,, 5 �'o ':
FAYETTEVILLE NC 28305 ,. _ ,--w. �• ��. p{� n,A.
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CONSTRUCTION SEQUENCE
1.
INSTALL SEDIMENT FENCE AROUND PERMIMETER BOUNDARY AS REQUIRED.
2.
STRIP LAND AND BUILD BERMS.
3.
STABILIZE BERM SLOPES BY SEEDING AND FERTILIZING.
,y.
4.
ENSURE A BERM IS PRESENT AT THE MINE'S WORKING PIT BOUNDARY.;
5.
C BEGIN CREATION (� F FINAL
ONCE ALL MINING OPERATION I� C® MPLETE
<
+ r
�
SLOPES ALONG MINING EDGES UTILIZING BERMS AND OVERBURDEN TO
ESTABLISH FINISHED SLOPES.
.
ONCE MINING PIT BANKS ARE PROPERLY DRESSED, PREPARE AREAS FOR
SEEDING, LIME AND FERTILIZING.
7.
COMPLETE SEEDING, LIME AND FERTILIZING.
S,
RESEED AREAS AS REQUIRED.
9.
WHEN SITE IS STABILIZED AND READY FOR FINAL CLOSURE, REMOVE
TEMPORARY SEDIMENT FENCES AND TEMPORARY EROSION CONTROL
MEASURES.
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GRAPHIC SCALE
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AS SHOWN (IN FEET)
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PROPERTY BOUNDARY
a PERMIT BOUNDARY
UNDISTURBED
� i � P � ,� ,'' � :- � � E SEDIMENT FENCE � _.. .....,..- "
RE 3a UNDIS
DEC. 1 _ 5 750 LBS./AC��3 t 2S' BERM, '�'°,� { },.��" BUFFER
1 % p p p y r A& -REQUIRED
AUG.♦ g a b 4 $ e s° ." fir,. #.tip 301a DL"�1` 4. 'R '4
STRAW MULCH 12
4000 LBS. /ACRE >` -
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100 LBS. /ACRE S - = -
TALL FESCUE ` _ a
B LA 1 - OCT. 31 50 LBS. /ACRE n �i �:e01
PENSACOLA AH SEPT, 9 a` ,�'p �� —`
- APR. 30 �� a� t
LE P DEZA OR FEBs 5 10 LBS. /ACRE : _ x Iu
SERICEA S E gg °
10 LBS, /ACRE � �' �.�> �'� � � i ` � � � x � �`�«° � ���������... � ",`� � �. k"� � «, �r �
COMMON BERMUDAGR-ASS
9
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SE PLANT - GERMAN MILLET 15 - AUG. 15 10 LBS. /ACRE gf p gy
� A P i> : t , i a e.:: „! } e` 't e '4 § mot ,,` 1n '^-. • x
NURSE
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PRIOR TO MAY 1 40 LBS./ACRE° aq a 4 fly gJ} r
_ ¢�A jm...� £ p I F Q Ay i d R
RYEGRAIN
AFTER AUG. 15- r - _ ,
r ,/ J _ ��x
LIMESTONE 400D CBS./AcRE r�s r-_ w 4 -wa :f �f '' d$j ✓}r x=
tr d I 1 �1
4000 LBS. /ACRE a: a ,aY j ! ;' R
MULCH - GRAIN STRAP, ANCHORED ' b '° (tt �: � ,� #+ � „.�.,ti "' i � �.: �'�` `7 3y01'pUND�ISTURBED
' ,' .a r =.Y M..,..,.m„i t $ .f" ^'rw'? °:,ti c mia' `h i .g / • BUFFER
EJ�
OWNER/APPLICANT:
BARNHILL CONTRACTING COMPANY
MINE NAME:
WHATCHAMACALLIT PIT
COUNTY:
CUMBERLAND COUNTY
MINE PERMIT No.:
09-12
TOTAL PERMITTED ACREAGE: 45.22
SCALE:
1 " = 80'
TOTAL PARCEL AREA:
39.92± AC.
N '.* .. y
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a PERMIT BOUNDARY
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i BUFFER
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EXISTING GROUND CONTOURSSF
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25' BERM � " ' f 1A 4 � `�e e�' 's
TEMPORARY SEDIMENT FENCE fr �° 1 t - "
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., ¢.P ♦ A j ess' %J / s p , p MtLa 2MEILIZ'R AND
UCHASREQUIREDa
441r 25' BUFFER FOR S' HIGBERM
t !JY r
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RESEEDED AS NECESSARY AND > ''`�� _'". �,�„� //� �r
ALL DAMAGE
D AREAS SMALL BE REFERTILIZED, a ,$ ,' ,, �y x PROPERTY BOUNDARY
PROPER QU
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MULCHED ACCORDING TO THIS SEEDING SCHEDULE �..w
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INFORMATION 0BT ! w
1. BASE MAPPING INFO B NTY, NC GIS M X"
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3. SEE RECLAMATION PLAN FOR SEEDING .AND TURF SCHEDULE.
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GENERAL NOTES �, 1 i S X
'1 BOUNDARY
JgNDARY INFORMATION ADJACENT PROPERTY OWNER INFORMATION ,-' � ",3; - -- �,.- �� � u � ( 9 �� � � -., � ..�� � .�:.�. J � -
AND PARCEL LINES OBTAINED FROM A COMBINATION OF BLADEN COUNTY' �' f a:yF- X;,
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GIS INFORMATION AND SURVEY MAPPING PROVIDED BY OTHERS. ��X J - (d y N
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2. ADJACENT VEGETATION DERIVED FROM AERIAL PHOTOGRAPHY. 3 ppp
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3. THIS PROERTY IS WITHIN ZONE X WITH MINIMAL FLOOD RISK ACCORDINGp � �' ..� � � � _ N��° � � � p�' _ �� r-- _ W �z p _ � � � � � w.�� � � W �s �, x
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D ANUARY _ . r
4�00L DATE J
TO FIRM MAP 372002 �
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AREAS SNAIL BE SEEDED AND STABILIZED PER NCDEQ
4. ALL DISTURBED A *r _
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REQUIREMENTS. f � W ��i� x 0..E x x _r)x x x" x
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APPLICANT:
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BARNHILL CONTRACTING COMPANY ! � � ��_� e; a� � 2b ��i � . �d SEDIMENT FENCE
1100 ROBESON STREET 30` UNyDISTURBE x , `, ' , 25' BERM (AS REQUIRED]
��: BUFFER.
FAYETTEVILLE, NC 26305 PROPERTY BOUNDARY a,
�� 4- 3 i 8Z PERMIT BOUNDARY
1)HN 0248004 0� 6(217
80 0 40 80 160
AS SHOWN (IN FEET)
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BARNHILL CONTRACTING COMPANY
WHATCHANACALLIT PIT
CUMBERLAND COUNTY
09-12
45.22
1"=80'
39.92± AC.
LEGEND.
----- EXISTING GROUND CONTOURS
»-�— �- SF- TEMPORARY SEDIMENT" FENCE
EXISTING ROAD
m PROPERTY BOUNDARY/PERMIT BOUNDARY
PROPOSED GROUND CONTOURS
X 30' UNDISTURBED BUFFER
J 25'BUFFER FOR THIGH BERM
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APPX.
DB 603
MATCHLINE TO SHEEfS CS01-PH1 , CS02-PH1 , CS01-PH2, CS02-PH2
TEMPOANCE USE:
WILL PROVIDE A BARRIER AREA WHERE VEHICLES CAN DROP THEIR MUD AND
SEDIMENT AS WELL AS HELP CONTROL EROSION FROM SURFACE RUNOFF. TO
BE LOCATED AS PER THE PLANS AND CONSTRUCTED AS PER DETAIL. REFER TO
SECTION 6.06 OF THE NCUENR EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL.
TEMPORARY CONSTRUCTION ENTRANCE MAINTENANCE:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE
PERIODIC TOPDRESSING WITH 2 - 3 INCH STONE, INSPECT DAILY, AND AFTER
EACH RAINFALL, ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT
OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
SPILLED, WASHED OR TRACKED ONTO PUBLIC ROADWAYS.
DESIGN CRITERIA
AGGREGATE SIZE = USE 2-3 INCH WASHED STONE DIMENSION OF GRAVEL PAD
THICKNESS = 6 INCHES MINIMUM WIDTH = 25 FT. MINIMUM OR FULL WIDTH
AT ACCESS POINTS OF VEHICULAR ENTRANCE AND EXIT AREA, LENGTH = 50
FT. MINIMUM. LOCATION = LOCATE CONSTRUCTION ENTRANCES AND EXITS
TO LIMIT SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE FOR
MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. AVOID STEEP GRADES
AND ENTRANCES AT CURVES IN PUBLIC ROADS. CONTRACTOR SHALL INSTALL
ADDITIONAL GRAVEL CONSTRUCTION ENTRANCES NOT INDICATED ON THE
PLANS REQUIRED FOR STAGING AND/OR BORROW AREAS AND MAINTAIN AT
NO ADDITIONAL EXPENSE TO THE OWNER. CONTRACTOR SHALL SUPPLEMENT
AND MAINTAIN GRAVEL CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL
FINAL ACCEPTANCE.
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
GRAVEL ENTRANCE SHALL BE 50 FEET IN LENGTH AND 25 FEET
IN WIDTH WITH 20 FOOT RADIUS AT EXISTING ROADWAY
36' MIN 4' 10'
6" MIN. THICKNESS
FILTER FABRIC 2 3" WASHED STONE
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GRAVEL CONSTRUCTION ENTRANCE
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6" MIN. THICKNESS
2-3" COURSE h
AGGREGATE �C7
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PROPERTY
BOUNDARY/PERMIT
BOUNDARY DIRECTION OF PIT
SEDIMENT EXCAVATED BORROW PIT EXCAVATION AND
30'UNDISTURBED BUFFER
FENCE 25BUFFER Y EXPANSION
— -------
VEGETATIVELY STABILIZE DISTURBED
FINISH ARIES BY SEEDING (BERM E PIT)
GRADE
TOE OF BERM/
W TOP OF BORROW
eA 2
PIT EXCAVATION
Ld
co ;61 TOP OF BORROW
PIT EXCAVATION
EXISTING GROUND
PRIOR TO BORROW
PIT EXCAVATION
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MAX.
3 MAX
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FINISH
GRADE
APPX. TOE OF BORROW p
PIT EXCAVATION
BERM Et PIT EXCAVATION SECTION A -A'
NOT TO SCALE
PROPERTY
BOUNDARYIPERMIT
BOUNDARY
DIRECTION OF PIT
EXCAVATED BORROW PIT EXCAVATION AND
30'UNDISTURBED BUFFER EXISTING 20'HAUL ROAD EXPANSION
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TOP OF BORROW
PIT EXCAVATION
EXISTING GROUND
PRIOR TO BORROW
PIT EXCAVATION
bF.
3 MAX.
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FINISH
GRADE
APPX. TOE OP BORROW
PIT EXCAVATION
BERM Et PIT EXCAVATION SECTION LB -I)
NOT TO SCALE
PROPERTY
BOUNDARY/PERMIT
BOUNDARY DIRECTION OF PIT
SEDIMENT EXCAVATED BORROW PIT EXCAVATION AND
30' UNDISTURBED BUFFER FENCE 25'BUFFER !,UhAUL ROAD EXPANSION
---------------
2' 3' 10,
V
VEGETATIVELY STABILIZE DISTURBED
FINISH
AARIES BY SEEDING (BERM It PIT)
,
GRADE
TOE OF BERM/
TOP OF BORROW
2
PIT EXCAVATION
TOP OF BORROW
N
PIT EXCAVATION
EXISTING GROUND
PRIOR TO BORROW
PIT EXCAVATION
. . . . . . . . . .
T­­
MAX'...
r r
3 MAX.I; i di HH
FINISH
GRADE
APPX. TOE OF BORROW
PIT EXCAVATION
BORROW
BERM It PIT EXCAVATION SECTION (C-C)
NOT TO SCALE
8' MAX. STANDARD STRENGTH FABRIC WH WIRE FENCE
6' MAX, EXTRA STRENGTH FABRIC WITHOUT ARE FENCE
PLASTIC OR STEEL POST
STEEL POST
WIRE TIES
ARE FENCING
WIRE FENCING
FILTER FABRIC
STONE
WOVEN FILTER FABRIC
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FLOW
\_BACKRLL
TRENCH AND
COMPACT THOROUGHLY
—A1CH0R SKIRT
8 MINIMUM DEPTH
4 MINIMUM WIDTH
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GENLKAL N� ; IAA INIENANCE NQJES:
I.
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FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A 1.
FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING,
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2,
WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS, 2.
SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF
i
THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC
3.
STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
SHALL BE REPLACED PROMPTLY.
TYPE.
3.
SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE
HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AMR
4.
ARE FENCING SHALL BE AT LEAST #10 CAGE WITH A MINIMUM OF 6 LINE WIRES WITH IZ
STAY SPADING.
THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
I
GRADE, PREPARED AND SEEDED.
5.
TURN SILTENCE UP SLOPE AT ENDS.
6.
WIRE MESH SHALL BE MIN, 13 GAGE WITH MAXIMUM 12" OPENINGS.
7.
WIRE AND, I WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE OF SLOPES
GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
I
all ENGINEERENG DIVISION
8.
ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS
433 HAY ST. 283UI
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS THE COLOR ORANGE IS RL5ERVED
[phone]
FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS,
9.
DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
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10.
SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
AND
TEMPORARYHAZARD SILT FENCE
EROSION SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
11,
DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS GF;CONCENTRATED FLOW.
Rev. Date: IBJAN18
Not to Scale
Review Date: 01JAN19
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