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U S STEEL & CARNEIGE PEN. FUND 1 ) ( WRETM a �r�LW s WIFE doaH
NC HWY 30 'I ' I wWAAPARrYEKDON RE WARREN
N SR. P WIFE PEGGY CATEGORY AFFECTED ACREAGE PWctolue 254
®IS D
\ ( i _
\ ALLIG00 LLIAM `' - WAY - - - ChBPaI
EDW, W IAM BE � Ote9R�z�� PROCESSING AREA/HAUL ROADS WEST ROAD-1,87 + EAST ROAD 2.4 4.27 I 8
r GRAVEL CONSTRUCTION ENTRANCE �`-�� 4IrE �� MINE EXCAVATION 61.73 o nc
2W 9Nt 50' LONG X 20' WIDE
C -l— BUFFER UNEXCAVATED4. 12J st
(B{DMnxam. wlVrNourWWSPEI AGING AT 5'L X 2'0 X 2'W / 1 �6J•
_> WITH STONE CKS v TAILINGS SEDIMENT PONDS 0.31 SITE
sgpo 12Lp CAUSE MIN. �• '
STOCKPILES
MIDDLE AND VERTICAL WIRES O W I RO 6I0 DITC G GRA L CONSTRUCTION ENTRANCE0 ,��•
� y 0' LO G X 20 \\ O
10 GAUGE WIN. !• t '^ I r �� % p �---� WA TEPILES J9q
g TOP AND BOTTOM.STRAND �= CLASS A STONE B" DEPTH o q�
,
i• t e•' i II 8 a° I t HAUL ROAD LENGTH=2786' W
s WIRE � FILTER FABRIC I ( , ayg/ R) �W0 p
TOTAL 70 . 43
C� \
Q
m / f1.
�g NOTES ) tipZ m4 I o VICINITY MAP
•C v USE WIPE A WININUM OF MUM FILTER FABRIC ! / t>t, ) .,y Rid' M 11 ' C '�
N o OF 6IL NE WIRES WITHMI2"STAY'' 1 ' 4 'Z'~ON W M]W M ( 6
x, IN COMPACTED FILL ``� p ,< x NOT TO SCALE
ti o SPACING. i FABRIC A MINIMUM y 01y
\ -I Thomas F. I Q V I u O
T E OF 36" IN WIDTH AND FASTEN _ II \ ,�� W ¢ TAX#029 poy ¢ m 0
m z ADEQUATELY TO THE WIRE AS — — — — ---BX C \ 1 N A OB CVB P 1116 w m
z 0 DIRECTED BY THE ENGINEER. _7T� B„ _ — �.. EqT \I 2 0')z ZONI -AR,US ARHLANO ac�i J EL m
m o PROVIDE 5' STEEL POST OF THE 'l l—III I II �f l l I I yT Q Q
f=
a SELF-FASTENER ANGLE STEEL TYPE. 1 .,- . I I >XfDry a
-- - _-- USE 8'WOOD POST WITH - - - L STEEL POST 2'.0" DEPTH 1 . � 4 m� Wq I A g* a
3' DIAMETER. ," pN '
�; : v>oDD POsr - s'-o^ DEPTx 11 FAO GHACL 1$ Oj NT V-0.0 0) , 5 ra
AD wjT X 2, tL
S W Q N Uj
E%tENSION OF FABRIC AND ITwH `. AT U(,yqWIRE INTO TRENCH j DITCHBRED5 �_ , RTS IS, �iS1 J{ �jQ)
1605.07 '.. 1 EA H p DF - NOTE: ALL RAaURD CKS MD ITEMS HAVE c2CEi�¢� 'PC
.• R�DV�D. ATE so ROMT�'�- Y Rp Hv'Q Q Nix
�¢ OP
ro 2q \;, , A
OjTCH CAC 3jGp TO 4p,E'KSgTI CC ABAN�NFO RA _a tij,Ni N
j<g0g0 0' W JI I�=
'.. / I'0 Er 1
VV ��(
it � 0 ILA.— _ _
W ds g H Cross-Section or# 7 washed stone -
J OVE�TB T T a Wq { mw J � ( 12"min,of NCDOT#5 min
A�C11356P II c) } �o
R, Y t
OP a
BE_. OOpT 7N '"cgio I 5 15 min
40e
E=pAav AMLAND ' ' :� p z 30'
EXI57IN6 3600 tuft/acre ,♦ I
ZONING I � ,
/ & �\ \„•� FT�s _ � , ti _ °j0q E � �ecy in9 ti mm fabric
11g 2 \ Cf E�I,u � �' W N DiSP • , Inc . 1.5' filter ,
rpa`{ se EXISTI NATURALLY . J • q'
.T p Cr �� �. VES TA AREA "� V _. ..._• "9��1 `'` ``6 `/
�, Overfill 6"for
{ -u x- ll� \ $' -G� Thomas F. eKman �;;`✓` '�Ey \ Design settled g1' , settlement
�— TAX g49 ti LWD 1 pA f I f (i`\ 9 (1 i #0299 PG �n< \ tDp mm Plan View
DB 604 P c CAN i H O Fv fx V O �I OB .FARMLANO \
U 90
Emergency ow
4^v� (2E by-
pass top
OWN : JUDSON TYSON WHITEN AST D ED A. WHITF�HU JR. ,BUF ~1 A(!'i •" ____ ___ — ledaamo of
\\\ .•EU' DEED BOOK 16 PAGE 314 \ FFA \� ~�- —••• .. ./• ��• T 5S
MAP-BLOC - T- .00-54- 506.00 3 ,� � . ,Di n
-- F { p , I f 1S1V V E ,.
ural
al o A�Yll1L qE EXIC iY 1111 dV A, � � � f` � � � P< \ � � round
�, -� j GRAVEL COIParnu \ ]ter 3,
S 1 0 5L S A X �___��- \ PC min.
i ycF \` ; III LASS A aroNE e• DEPTH \ \ \ PC ti
„ ,� 1 � �• 10' SEPARATION BETW EN �
RMIT BOUNDARIES.
Plan view and cross-section view of a temporary sediment trap.
5D' WIDE B7' OEM!
AREA-8 A4 ' / } 50. WIDE n ♦`♦ _ _ —� (vim✓ --- -
i /-20, IMFN (NOT CON NTAATFD) ) SEEM N7 51N i J� / VVEEft A A / Y r -- - - ^ ♦\
Aso x w x as
AVgJI NCAvATXOIV IZ'x L ` c I <� \. S'o _
& g0U p BOUT 3
Jr `-��+� qR ) A "13 ACRES i f `` ♦�
v � ♦ i
\ BruceaAN. �Y _ _ + NT IN
iPP - - l3L D ° -
1 S 565 1 y wl ` `41 \
25' l =M 1 AP OX MATE AREA OF \
A 9 Wlpf ;�r�� EXIS NG NE (PERMIT #74- ) --50FT TOTAL
79 A USE= NEW pFA UNF AV T� `r� ) -TO B EXC OM WHITEHURST PE T BO DARY- t t 10FT
ZONING= - =^
MIT g0UN0 gTFO VEG 6�Y'�,�?!alr;'_ � �-- t 10FT
,- E STING 6.5 MINE F M WHIT URST I F l�t 3OFT
\\ \ A Y 20' FAO fX D B DID !•.' P ITEHU#7 68RISTNOTJ�N SU O INNG PTEH AST 4E6 ITHCWEVERATIONS.ACRE FROM
••• VERT E%I8TIN3 oiTCl \ l -':
INB PA /Z'/fT
1 � /
z
RVE6 POE PROPOSED CROSS SECTION
OF HAUL ROAD
b
�11 @/`/'�!�`� ,�--� ( ! -•3<g I / %//4 � �zycl Disv. Inc, (NTS)
EfLEGEND
I `,B� \/ II ` �" Landfill' Inc.
P---3— XISTING MINE PERMIT #74-68 BOUNDARY
EX CULVERT _ —__— — R// /\) 1\ t +" PROPERTY LINE 0
\ — "�.. VEGETATED BUFFER/PROPOSED EXCAVATION AREA 0
i,=,'�':§`: ":s:txr=•- - ,s.<;; :y, - >=ar z: -~�.', o , \ 1 v CD
— — — — —
��';�- e�\\\ I �(//\ E118i1N°P0"0 ••� 1, DENOTES DRAINAGE AREAS o
NEW-_z;: '$,rq-.-3J s. - _••r' .- - Jn 3'{:r:;G=�rig. .i-_'" ` ;/ ,t, ''� --_"-' -- ---- -- __ - -
!1•'Y..� `.ii i:<':y .• r..:.' i16§i.'.:'•' 4Y.�a>Y
•—•— DARY M
- SEDIMENTIFENCEN a
ICI
— PAN � xculy REVISIONS
` a A 04-12-2006-PERMIT BOUNDARY/BUFFER NOTATIONS o
�„ a,„a • o ~ \`\ ,= — - ` _- i 07-09-2006-PERMIT BOUNDARY/HAUL & ACCESS ROADS a
II(_Iilfll=111111=IIIII-III11=111111 lIII==11111-111IM11111-1111111=I11111-11111 07-25-2006=PERMIT BOUNDARY/HAUL & ACCESS ROADS/BUFFERS
y �' , 1 / 11-14-2006=PERMIT BOUNDARY/HAUL & ACCESS ROADS/BUFFERS
I' CULVERT i______ _________ 11-25-2006=PERMIT BOUNDARY/HAUL & ACCESS ROADS/BUFFERS
11-29-2006=PERMIT BOUNDARY/SHEET LAYOUT
IIII=IIIIii=11111 Ia111�=lllll 1111111=11111=11111=111111 z� DAX 07 Far E 57 S \I \ 12-31-2006=PERMIT BOUNDARY LINE TYPE/ 40' DITCH CROSSING
t. -. _- w � OEEO 8 A U E F M AND,COOED EQ , I� \ / /
01-04-2007=HAUL ROAD EAST/STREAM BUFFER AT DITCH CROSSING/AFFECTED ACREAGE
IIIII=III=1 Mimi -11=IIIII oNIN
ELEVATION
EE f OF 1 11 ,
t630.02
FU ' REVISED SHEET i OFF s
g== DETAIL-INSET i SITE PLAN
o=
NOTES: Q¢ LL,L^, FOR
1. PBOVIDEUCKS. TURNING RADIUS SUFF?CIENT TO ACCOMMODATE LARGE �FLLaoj O I
RUCKS.
2. LOCATE ENTRNiCE(S) TO PROVIDE FOR UTILIZATION z�w¢ \ ///\j
BY ALL CONSTRUCTION VEHICLES. 1:5 \ , 11 ry l/
3. MUST BE MAINTAINED IN A CONDITION WHICH HILL PREVENT Qa _ T \v1IJ "•., avenport rms'�nC uJL]'iTELTf TR('i'1` SAND 1►/(TT�TF
TRACKING OR OIRECT FLOW OF MUD ONTO STRE_TS. DETAIL-INSET r�iiii iiV V i v iiiit�
/- PERIODIC TOPDRES,.N WITH STONE WILL BE NECESSARY. - -
/ ,. ANY MATERIAL TRACKED ONTO THE ROADWAY
/ CLEANED UP IMMEDIATELY.
/ 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT
ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
/ PROVIDE FREQUENT CNECNS OF THE DEVICE AN)TIMELY UMIN.
�f /J
/ MAINTENANCE. �— 9' MIN. J /
/ 4¢' e. NUMBER AND LOCATION OF CONSTRUCTION ENT0.WCE5 TO Z PACTOLUS TOWNSHIP PITT COUNTY NORTH CAROLINA
BE DETERMINED BY THE ENGINEER. Z W WATER LEVEL—
' T. USE CL0.55 'IN STONE OR OTHER COARSE AOGRE)ATE APPROVED ZC N - 1 /
BY THE ENGINEER. APPLICANT:EASTERN RECREATIONAL PROPERTIES LLC.
/ 3 m
E0 2: 1 ADDRESS: 802 Recycling Lane
Greenville, NC 27834
ii
SLOPE MIN f PHONE: 252-752-8274
<z n
N Z
CLASS "A" STONE (�`•
B IN. WIN. DEPTH ,ry S� VEGETATED EARTHEN BERM WILL BE INSTALLED `� a� SCALE 1"=300 ' SURVEYED: NONE APPROVED: OT
z w CROSS SECTION OF EXCAVATION ALONG PERIMETER INSIDE THE EXCAVATION BOUNDARY DANNY TAYLOR P. E.
" ¢ AS A SAFETY MEASURE. (((
NOTE: PLACE FILTER FABRIC BENEATH STONE V, N.T.S. 3536 SHEPPARD MILL RD DRAWN: JABII DATE: 02-13-06
0 300 600 STOKES, N.C. 27884
(252) 752-7499 CHECKED: OT SCALE: 1": 300'
ax Er .a1
1607.01 -