HomeMy WebLinkAbout20231107_Mine_Maps DARE COUNTY - CONSTRUCTION AND DEMOLITION DEBRIS LANDFILL
DARE COUNTY, NORTH CAROLINA
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CONSTRUCTION AND DEMOLITION DEBRIS
LANDFILL
MINING PERMIT APPLICATION MODIFICATION
J U N E 2023
A
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INDEX OF DRAWINGS
SHEET NO. TITLE
COVER COVER SHEET
C-1 SITE MAP
C-2 DEWATERING PLAN ,;
C-3 RECLAMATION MAP
D-1 DETAILS �. .
t
CDM
-
3
Smith
LOCATION PLAN 5400 Glenwood Ave-Suite 400
(NOT TO SCALE) Raleigh,NC 27612
Tel:(919)325-3500
NC F-0412
A B C D E F G H
C&D LANDFILL BUFFER REQUIREMENTS:
MINIMUM 200—FOOT BUFFER BETWEEN THE C&D LANDFILL AND ALL
/\\ PROPERTY LINES FOR MONITORING PURPOSES.
/ 2. MINIMUM 500—FOOT BUFFER BETWEEN THE C&D LANDFILL AND
/ \\ EXISTING RESIDENTIAL STRUCTURES AND WELLS.
MINING OPERATIONS SUMMARY / 3. MINIMUM 50—FOOT BUFFER BETWEEN THE C&D LANDFILL AND ANY
STREAM, RIVER, LAKE, POND OR OTHER WATERS OF THE STATE AS
PR
/ \ DEFINED IN G.S. 143-212.
CATEGORY AFFFECTED ACERAGE \�
OPERTY OF "\
TAILINGS/SEDIMENT POND N/A US DEPT OF THE INTERIOR NOTES:
US/ FISH AND WILDLIFE SERVICE \\ 1
s _t\\ ATTN: MIKE BRYANT
STOCKPILES 8.3 / \\ PO BOX 1969 1. PROPERTY SURVEY INFORMATION FROM SOUTHERN SURVEYING, KITTY
/ \ MANTEO, NC 27954 HAWK, NC SEPTEMBER 1987, FILE # P-151 RECORDED IN DEED
BOOK NO- 530 PAGE NO. 753.
WASTE PILES N/A / (�jjj+ \\
2. MAP DERIVED FROM SITE MAPS PRODUCED BY APPLIED WATER
PROCESSING AREAS/HAUL 2 5 +�',; \ O'yN TECHNOLOGY, 4037 STONE SUMMIT LANE, RALEIGH, NC 27603, FOR 150 0 300
ROADS / \\ N,ys CELL NO. 2 EXPANSION DATED MARCH 1998 AND MARCH 2O02.
MINE EXCAVATION 85.4 / �`.._. \ y'9/PBO 3. CANAL WAS PREVIOUSLY ABANDONED BY CONSTRUCTION OF BORROW
\ 4' ACCESS ROAD AND HAS BEEN DRAINED BY MINING ACTIVITIES. LEGEND
TOTAL AFFECTED ACREAGE 96.2 / �:' \\
3;
OTHER (UNEXCAVATED \\ 4. THE CONTRACTOR SHALL NOT ENTER INTO OR OTHERWISE DISTURB -- C&D LANDFILL LIMITS
BUFFERS) 16.7 / `/.( \\ ANY AREA WITHIN THE WOODS LINE. THE WOODS LINE MARKS THE — _ CANAL
\\ BEGINNING OF SECTION 404 JURISDICTION WETLANDS. ALL AREAS — DITCH
TOTAL PERMITTED ACERAGE 112.9 / / \\
WITHIN THE WOODS ARE CONSIDERED WETLANDS. — — PROPERTY LINE
\ G _..... ROAD
5. SILT FENCING WILL BE PLACED AROUND THE PERIMETER OF THE SOIL o----. GATE
SITE/MAIN PERMTSTOCKPIBOUNDARY.LE AREA ND ALL FENCING WILL BE WITHIN THE DESIGNATED --__ APPROXIMATE GROUND CONTOUR
C
_...�.....
ENTRANCE J ��WOODS LINE
PROPER Y LINE /r \\ AT CUB ROAD C31W_2 MONITORING WELL
/ \ ® OBSERVATION WELL
BUFFE (1,550') / \. OW-1
PROPOSED BORROW PIT EXPANSION AREA
#1 EXISTING SEDIMENTATION BASIN
#6 PROPOSED SEDIMENTATION BASIN
/ /
(/C2 iyF _ PERMIT MODIFICATION AREA
PROPERTY OF / CJ w— PERMIT BOUNDARY
US DEPT OF THE INTERIOR --'" \ -----------LIMITS OF WETLANDS 2+''%'•' Y0.^^� DARE CO. SHOOTING RANGE \
US FISH AND WILDLIFE SERVICE / /1 \ \ TO STUMPY POINT
ATTN: REBEKAH MARTIN
PO BOX 1969 V\``
MANTEO, NC 27954 _ —
/ - - - -. — __— -- -- -
r �\ 8' TOP WIDTH 18.5' TREE LINE1tE�ftE5ENT5- —
BASE WIDTH 35' TDHEEEAST SIDEL OF�HE MAINTAIN 25' BUFFER
�j w a, L \� � ( I HIGH AVG. BETWEEN TREE LINE
t \ \ BUFFER TO REMAIN C BORR9Wf PIT
UNEXCAVATED OW-1 AND BORROW PIT
li .. m _ -x�gK'2 (BUFFER TO TEDREMAIN
UNEXCAVATE )
SURFACE WATER \\ �\ \ 10' /� j MAINTAIN 25' BUFFER BETWEEN
S �� UFR - ZACTIVE MINE EXCAVATION j - TREE LINE AND BORROW PIT
BUFFER (750) \ \ _ MINING EXCAVATION MINING EXCAVATION _ `V (SEE NOTE 4) �% I ./
EXISTING BQR4ROW PIT PIT# 1 PIT �{ 2 -_ / MAINTAIN 15 BUFFER g
/f W-3 (BUFFER TO REMAIN UNEXCAVATED)
\ '
f ACCESS RGA AND GATE S ) MINING EXCAtlAifON-- BETWEEY EDGE OF
A ) ROAD/AND BORRO 'PIT t:::-7TREE
IOUSLY ABANDONED CANAL
SCALE HOUSE PIT# 3 (ACTIVE)
FIER TO RE IN NOTE 3)
/ 30 BORROW AREA ACCESS ROAD �jNEXCAVATED)!Gf � \ I LINE REPRESENTS
\,,) EDGE OF WETLANDS
�; �') �\�� �� F(\�1 \� /,r• - ALONG THE SOUTH END
/ OF THE BORROW PIT
I MAINTAIN 50' BUFFER FROM EDGE OF WETLANDS
�T\, /150' f AND 150' BUFFER FROM CANAL
L '�'Eo \� '\ /f\\ FUTURE MINING (BUFFER TO REMAIN UNEXCAVATED)
FOh EXCAVATION AREA
r I LIMITS OF WETLANDS 3
o \
1 6w-4
OIL STOCK E ARE MAINTAIN 25' BUFF
G �\ \) •\ 1 ¢ PROPOSED MINING
(8.3 ACRES) BETWEEN DRAINAGE 'o EXCAVATION LIMITS
PERMIT BOUNDARY ' o'
— — — — — — — — DITCH AND BORROW PIT —
' \ \. �`✓.. \. F E\��r•' ` �-----�---�-�-•--� (BUFFER TO REMAIN
\ -� \Oly J\. y` -UNEXCAVATED) f o
INSTALL STONE CHECK +
/ \ k rL DAMS IN THE LOWER SOO;FEET +
6. 77 T r�,4 Sr4%.Oti ;'6F THE CHANNEL PER SHEET D 1'' PROPERTY OF
/ JURISDICTIONAL \ \ a.` .3 + I s
WATERS
�� j- ! US DEPT OF THE INTERIOR
— — 1 US FISH AND WILDLIFE SERVICE -�
— — —. — �— .—.—. — + s AT REBEKAH MARTIN
-- I / PO BOX 1969
'Gs4 -� �i �, ( MANI NC 27954 a
ti w-I
it
/
A 300' BUFFER
BETWEEN WASTE \/• I; — _ —. _ — — — — — — — —.— f �
EXISTING GATE ACROSS LINK Q�LACEVENT AND
\4� ROAD ONLY ALLOWS ACCESS FOR \ \ ALRICULTURAL `? \ �• I `�
SURFACE WATER t f
FISH & WILDLIFE SERVICE PERSONNEL •/ \ \ LAND'61SE i� \ 1•:
'4 BUFFER (260')
. ///
qa\ / \
PC C q it \ \ \ j \ PROPER LINE .—.— .• —. — — — . — .— — — — . — . —.—._. y I
BUFFER (960) j f JURISDICTIONAL �/ i� � � � �
I�1
WATERS
h EXISTI GATE ACROSS CUB ROAD
1 \ /\ \ \ ALLOWS ACCESS FOR FISH AND —
\ FLOW WIEDUFE SERVICE PERSONNEL. - _-----
_ - - - - - -_\—_ - -_�_ -- -____= l - - - - - - - - - — --- ----- - -= —= —a=_ —= —___ — = —
BEAR ROAD
DESIGNED BY: A.WEISPFENNING w PROJECT NO. 17952-27607
v DARE COUNTY FILE NAME: o-1.DWG
DRAWN BY. M.NAFSI Smith NORTH CAROLINA
SHEET CHK'D BY: M.COLON E SHEET NO.
CROSS CHK'D BY:A.WEISPFENNING CONSTRUCTION&DEMOLITION DEBRIS LANDFILL SITE MAP
APPROVED BY: A.WEISPFENNING 5400GkNO2761ve-Suita400 BORROW AREA EXPANSION- MINING PERMIT
REV. DATE DRWN CHKD REMARKS TZI:(919)325-3500
Np DATE: JUNE 2023
INC F-0412
PERMIT SET
A B C D E F G H
C&D LANDFILL BUFFER REQUIREMENTS:
1. MINIMUM 200-FOOT BUFFER BETWEEN THE C&D LANDFILL AND ALL
PROPERTY LINES FOR MONITORING PURPOSES.
\ 2. MINIMUM 500-FOOT BUFFER BETWEEN THE C&D LANDFILL AND
/ \\ EXISTING RESIDENTIAL STRUCTURES AND WELLS.
3. MINIMUM 50-FOOT BUFFER BETWEEN THE C&D LANDFILL AND ANY
MINING OPERATIONS SUMMARY \\ STREAM, RIVER, LAKE, POND OR OTHER WATERS OF THE STATE AS
DEFINED IN G.S. 143-212.
CATEGORY AFFFECTED ACERAGE / \ PROPERTY OF -
US DEPT OF THE INTERIOR NOTES: \\\\
TAILINGS/SEDIMENT POND N/A \ US FISH AND WILDLIFE SERVICE \\ 1
�'\� ATTN: MIKE BRYANT
STOCKPILES 8.3 PO BOX 1969 1. PIT #3 WILL NO LONGER BE PUMPED UPON COMPLETION OF MINING \\V
MANTES, NC 27954 ACTIVITIES AND WILL ULITMATELY FILL WITH WATER. ONCE FILLED WATER WILL
GRAVITY DRAIN INTO PIT #2.
N/A
WASTE PILES \\ 1"=30D'
li;i
\\ TO 2. PUMP WILL OPERATE . GALLONS PER MINUTE AS NEEDED WITH IN DAILY
PROCESSING AREAS/HAUL 2.5 \ ,y MAXIMUM OF 1.7 MGD WATERATER WILL BE PUMPED FROM THE ACTIVE PIT INTO 150 0 300
ROADS PITS #1 OR #3 AS SHOWN.)�f�lr \V WNNS,
MINE EXCAVATION 85.4 3. PUMPS WILL BE RELOCATED AS SHOWN EACH TIME A NEW MINING EXCAVATION
TOTAL AFFECTED ACREAGE 96.2 /j \\ R PIT IS OPENED. -LEGEND
OTHERDEFERS)NEXCAVATED 16 7 / .�/'� _ \ — CNA LANDFILL LIMITS
DITCH
\ — PROPERTY LINE
TOTAL PERMITTED ACERAGE 112.9 - A\ — — PERMIT BOUNDARY -
_ - ROAD
2GATE
SITE/MAIN �---m APPROXIMATE GROUND CONTOUR
\\ ENTRANCE
AT CUB ROAD WOODS LINE
PROPER LINE _ \\
BUFFE (1,550') \\ MONITORING WELL
,
-- PROPOSED BORROW PIT EXPANSION AREA
#1 EXISTING SEDIMENTATION BASIN
#6 PROPOSED SEDIMENTATION BASIN
PERMIT MODIFICATION AREA
\
---------LIMITS OF WETLANDS
P TO STUMPY POINT
ROPERTY OF ENTRANCE YGA_rr \ DARE CO. SHOOTING RANGE ` \\\ 2
US DEPT OF THE INTERIOR \/,
US FISH AND WILDLIFE SERVICE \ _;
ATTN: REBEKAH MARTIN _ _ — _
PO BOX 7969V� A_ GRAVITY FLOW }r'p "-- — — ————-- — _—_ — -- — — — — _ — _
MANTEO, NO 27954 /,r A BY EXISTING CULVERT /-rr ————— ———— -----
Alc-1--2 I , `� ——
A� 6!r'-3 / \ \ 1 / �, / MAINTAIN 25' BUFFER
BETWEEN TREE LINE AND
� t
� 41, -,B_._:,.OW PIT
lz \ of l \ GRAVITY FLOW GRR1(IN FLOW
SURFACE WATER— \\. ff-'\ \ 3 UFO,
BUFFER(1so') I; �� j� �� A o 0s
r - _
MINING EXCAVATION
vPIT # 1 �-
l� o \ l MINING EXCAVATION MINING EXCAVATION
\ PIT# 3 (SEE NOTE 1)
-
12
(s€c NQTEs '7�ND-53
� . PRflPQSED�M{NInIO � PROPOSED +✓IN1NG ��: :PR9PLs5€p�MiNI+uO ::P.IaOp.QSED MIN)NO .:PROPOSED
\ \ \ �� \ EXCAVATION- EXCAVATION .€XGAVATION €XCAVATION EXCAVATION
`-_-
! �` i\ P4T 4 PIT 5 P1T: 6 PIT' 7 PIT 8
�Oly \�\. # .. # ..# # #
�Q
�. vv v� r v I lw
PROPERTY OF
j2Y�` r" US DEPT OF THE INTERIOR
�\ US FISHRDD WILD MARTINVICE
ATTN: EKA BOX H
— — — _ MANTEO. NO 27954
/ JURISDICTIONAL ,
/ WATERS / \ '\ R^ v iV ) \_ l I > �1 1
o
ill
r /
—.—. —. - - -
/
SITE DISCHARGE - / \
\ \ \ PROPER LINE
BUFFER (960)
\E,
—. —. .—- —- —
- -
EXLSTIi` GATE ACROSS CUB ROAD
ONLY ALLOWS ACCESS FOR FISH AND
\ WI LIFE SERVICE PERSONNEL.
_ — — _ — — — — — — — _ _ — _ _ _ — — — _— —_ —_ —
_
"_— -FLOW..._.... _.._._ .-... ._-..._
BEAR ROAD
EXISTING GATE ACROSS LINK ROAD
ONLY ALLOWS ACCESS FOR FISH &
WILDLIFE §€RYIGE FER50NN€L
DESIGNED BY: A.WEISPFENNING CDM DARE COUNTY PROJECT : 17952-27607
DRAWN BY: M NAFSI Smith NORTH CAROLINA FILE NAME: c-z.owc
SHEET COWD BY: M.COLONE t SHEET NO.
CROSS WWI)BY:A.WEISPFENNING CONSTRUCTION&DEMOLITION DEBRIS LANDFILL DEVVATERING PLAN
APPROVED BY:
A.WEISPFENNING SgODGknuwatlAve-6utle360 BORROW AREA EXPANSION- MINING PERMIT C-2
R.Wgh,NC 27612
"EV DATE DRWN CHKD REMARKS JUNE 2023 Ta(919)3G"SoD
NO. DATE: NO E 12
PERMIT SET
A B C D E 1 F IG H
LA C&D NDFILL BUFFER REQUIREMENTS,
1. MINIMUM 200-FOOT BUFFER BETWEEN THE C&D LANDFILL AND ALL
PROPERTY LINES FOR MONITORING PURPOSES.
/' \\ 2. MINIMUM 500-FOOT BUFFER BETWEEN THE C&D LANDFILL AND
/ \\ EXISTING RESIDENTIAL STRUCTURES AND WELLS.
/ \\ 3. MINIMUM 50-FOOT BUFFER BETWEEN THE C&D LANDFILL AND ANY
MINING OPERATIONS SUMMARY STREAM, RIVER, LAKE, POND OR OTHER WATERS.OF THE STATE AS
DEFINED IN G.S. 143-212.
CATEGORY AFFFECTED ACERAGE / \; PROPERTY OF -
US DEPT OF THE INTERIOR NOTES: 1
TAILINGS/SEDIMENT POND N/A kr i US FISH AND WILDLIFE SERVICE -
ATTN: MIKE BRYANT 1. UPON COMPLETION OF MINING ACTIVITIES THE PITS WILL BE ALLOWED TO FILL
STOCKPILES 8.3 PO BOX 1969 WITH WATER AND THE FOLLOWING ACTIONS COMPLETED:
MANTEO, NC 27954
WASTE PILES N/A t� \ 1.1. REGRADE FINAL SLOPES ABOVE THE WATER LINE TO 3:1 (H:V). 1"
rb 1.2. UTILIZE ANY STOCKPILED MATERIAL AS PART OF LANDFILL OPERATIONS. 150030
PROCESSING AREAS/HAUL 2.5 r \ Mqh
ROADS /
., 1.3. REVEGETATE THE SOIL STOCKPILE AREA.
N
85.4 --. \\ S yq B
l R
/ r-- \\ OR 2. UPO
MINE EXCAVATION N PERMANENT CLOSURE OF THE LANDFILL THE PITS MAY BE STOCKED WITH LEGEND
TOTAL AFFECTED ACREAGE 96.2 !' \\ INDIGENOUS SPECIES OF FISH. ---- C&D LANDFILL LIMITS
CANAL
OTHER (UNEXCAVATED
16.7 / 'L 1. \\ —DITCH
BUFFERS) \\
/ I;. _ \\ — — PROPERTY LINE
TOTAL PERMITTED ACERAGE 112.9 / — — PERMIT BOUNDARY
\\LBOA
S ® APPR
SITE/MAIN OXIMATE GROUND CONTOUR
ENTRANCE --- ---WOODS LINE
/ \\ ATCUB ROAD nG1, - MONITORING WELL
PROPER LINE \
BUFFE (1,550') \_ ---- PROPOSED BORROW PIT EXPANSION AREA
4#1 EXISTING SEDIMENTATION BASIN
#6 PROPOSED SEDIMENTATION BASIN
/ \ -------—LIMITS.OF WETLANDS
/ J w \ z
PROPERTY OF SN"'TR'r:',+ �0.4.=---"" "\ DARE CO. SHOOTING RANGE ;.^`" \\ TO STUMPY POINT
US DEPT OF THE INTERIOR \I'(
US FISH AND WILDLIFE SERVICE �� \ \ \1 _
ATTN: REBEKAH MARTIN I :,. \ -- —_— — _ _ —_ —_———— —__ _ _ — — — — — — _ — — — —
PO BOX 1969 GRAVITY FLOW ) —— _ — __ —— —_ —
MANTEO, NC 27954 pry V BY EXISTING CULVERT
A I MAINTAIN 25' BUFFER
r-T% f ��� \ I BETWEEN TREE LINE AND
�, \ BOBf?OW PIT
SURFACE WATER
BUFFER (150)
MINING EXCAVATION /
PIT # 1 MINING EXCAVATION PIT# 3PIT t'
\ \
%
PRi2P:Q5ED M(NI!G ..;PROP4SE�.MIN{NG PROPRSED MINING: (:PRQP05Ep MINING PROPOSER MI{�ING
\ \ U EXCAVATION EXGRV7aTION EXCAVATION -:€XTJAVATION' EXCAVATION
P1T#4 ..-PIT#5 P1T#-'o- TIT'#-7 PIT#8
o
t I 3
1
-
`0 PROPERTY OF
US DEPT OF THE INTERIOR
US FISH AND WILDLIFE SERVICE
ATTN: REBEKAIT MARTIN
PO BOX 1969
— . — . — . — . _ __��,, .1p _._ i ,� —. —.— `j MANTEO. NO 27954
\ \ \ #7 )
s
\ z a
n..OP! r I z
JURISDICTIONAL -'
)
WATERS I \ \''.• \ \ !",� "'v S\ I \ L — +,
v / i ; —._.—.—.—.
o
�Hllljl ROAD)
4
—
<<o'\ SITE DISCHARGE I \ \ \ \_ PROPER LINE
BUFFER (960')
\V I \ k V A -—- / "— — — — � —� — —.—. �!.—
/ \ \ EXISTI GATE ACROSS CUB ROAD T %
1V V A I,'�WII�LIFE 8ER ICEWS ACCESS
PERSONNELFISH AND —/, — — — _ —I— — —L3 — — — — — —
ll LLL V i
—— — — — — — —C ANAL F L 0 W — -- — — — — — — — — —
_, — — — — 1�_ _
i
__ _-.
7
'Law ..___
BEAR ROAD
EXISTING GATE ACROSS LINK ROAD
ONLY ALLOWS ACCESS FOR FISH &
WILDLIFE SERVICE PERSONNEL
PROJECT N0. 17952-27607
DESIGNED BY: A.WEISPFENNING A DARE COUNTY
M.NAFSI v NORTH CAROLINA FILE NAME: C-3.Dwc
DRAWN BY: myth
SHEET CHK'D BY: M.COLONE SHEET
CROSS CHK'D By:A WEISPFENNING 5900GknvroodAve-Suik30D CONSTRUCTION&DEMOLITION DEBRIS LANDFILL RECLAMATION MAP C-3
APPROVED BY: A.WEISPFENNING R.Wgh.NC29612 BORROW AREA EXPANSION- MINING PERMIT
NeREV. *DITEDPWN CHKD REMARKS DATE: JUNE 2023 TO(919)J25-3500
NO F-0012
PERMIT SET
A B C D E F G H
CARRY RIP RAP UP
2'MIN CLASS I RIP RAP
SIDES OF SPILLWAY I.
TOP OF DITCH MIN TOP OF DITCH
_ 1_--TOP ELEVATION OF STORMWATEft---------
MAX
APPROX.2' -- _/ F - -,1 2, APPROX.2'
FLOW i�57 WASHED STONE— ;� I��
SEE NOT
A SEDIMENT STDQAAG€ZONE
10 oz/sy NONWOVEN
1, GEOTEXTILE FILTER FABRIC
MIN CLASS 1 RIPRAP OUTLET
PROTECTION 1.5'THICK
E
SECTION THRU BASIN & FILTER
NOTE:
PROVIDE TREATED 6x6 POST PLACED 50'
FROM FILTER BERM. MARK POST WITH
CARRY RIP RAP UP WHITE STRIPE 2' FROM BOTTOM OF BASIN
SIDES OF SPILLWAY R'(0� TO SIGNIFY CLEANOUT DEPTH.
7 / /
T 1� 10 NONWOVEN
B 2 - _j GEOTEXTILE FILTER FABRIC N'
2 SEDIMENT
PIT
D #57 WASHED
STONE
SECTION THRU FILTER PERSPECTIVE VIEW
GRAVEL & RIPRAP FILTER BASIN
(NOT TO SCALE) EXISTING GRADE 3 EXISTING GRADE 2
VAPPROXIMATE WATER SURFACE
— — —— — — 6—
40'
8'MAX.
p
MINI INE WIRES LL p MIN. 12-1/2 GA.
NSTALLED TO SECOND INTERMEDIATE
WIRE FROM TOP WIRES
GRADE
- -� III IIIGIIV lul=1Nk III IIUI=IIV INI�IIII�R4-71Y€E�--1VI lIFIIVI=INF=-NY I IIII IV Ir
PIT EXCAVATION AND POST-MINING POND TYPICAL CROSS SECTION
I IVI
y� iul FRONT - m1 SECTION 1
NOTES. STEEL POST NOT TO SCALE -
WOVEN WIRE FABRIC IS ALWAYS REQUIRED
1.END OF SILT FENCE SHOULD BE TURNED
UPHILL SEE NCDENR PRACTICE SILT FENCE GEOTEXTILE FABRIC
STANDARDS&SPECIFICATIONS SEDIMENT -
FENCE SET FOR CONDITIONS WHERE I FILL SLOPE
PRACTICE APPLIES;PLANNING
CONSIDERATIONS&DESIGN CRITERIA.
(HOWEVER FLOW SHALL NOT RUN $GRADE 3
PARALLEL WITH THE TOE OF THE _ _
FENCE). - -1P11 IIN—
"MIN.COVER
2.FOR REPAIR OF SILT FENCE FAILURES, - u OVER SKIRT
USE NV.57 WASHED STONE.IN EACH INI IRI ANCHOR SKIRT AS
CASE THE SILT FENCE IS TO BE DIRECTED BY ENGINEER. EROSION CONTROL
PROPERLY ENTRENCHED&THE STONE IIV-IIUI 12"WASHED STONE
SHALL BE AT A MINIMUM OF 16"ABOVE STONE
GRADE AT THE DIRECTION OF FLOW& SIDE 2 w
BETWEEN 60-45 DEGREES.
FILTER ����° �� o
SILT FENCE DETAIL FABRIC o go 00
(NOT TO SCALE)
SECTION 2 ,s
MIN
2
g�oog�oo o 0o o o °
30
CL EL 2.0 EXCEPT RAMP UP T0l
I/ELOF A 57 SLOPE TO EDGE
OF WASTE
AND CUB ROAD 4
_27 SLOPE 29 SLOPE STONE CHECK DAM
1 (NOT TO SCALE)
ES
SEE GRADINGARI PLAN
-----
----------------------------1
}
EXISTING GRADE REMOVE VEGETATION AND TOPSOIL TO DEPTH OF
4"TO 6"BELOW EXISTING GRADE AND REPLACE
EXISTING GRADE WITH COMPACTED FILL.
HAUL ROAD TYPICAL CROSS SECTION
(NOT TO SCALE)
DESIGNED BY: A.WEISPFENNING w DARE COUNTY PROJECT N0. 17952-27607
DRAWN BY: M. NAFSI v NORTH CAROLINA FILE NAME: D-1.DWG
SHEET CHK'D BY: M.COLONE Smith SHEET NO.
CROSS CPWD BY:A.WEISPFENNING MWGa aA e_5 0e400 CONSTRUCTION&DEMOLITION DEBRIS LANDFILL DETAILS
REV APPROVED BY: A.WEISPFENNING R,I.igh,
NO
7612 BORROW AREA EXPANSION—MINING PERMIT D-1
REV,
DATE BRAT! CHKD REMARKS pgTE: JUNE 2023
NO. NO F-0 12
PERMIT SET