20090312_Mine_Map

NOTES: ` N/F
APPROX. � \ \ \ \ \ ROSALIE I. RUEGG RADFDRD
LOCATION OF ' \ \ \ \ \ e D.B. 355, PG 812
1. AREA DETERMINED BY COORDINATES FROM TAX MAP. ExrsTrNG�wEt�s \ \ \ e \ ZONED = RR \ N/F _
2. THIS PLAT DOES NOT REPRESENT AN ACTUAL FIELD SURVEY, THE BOUNDARY WAS / \
GG
DRAWN FROM PITT COUNTY TAX MAP INFORMATION. N F \ _• � \ \ ~ \ � � � � \ RosA20LIE % Ru£45
J. THIS MAP WAS PREPARED FOR ILLUSTRATIVE PURPOSE ONLY, IT IS NOT TO BE USED HOYT M. HADDOCK, JR �: \ \ •\ \
D.B. 99E, PG. 528 \ ♦ \ �:\ \ D.B. 2037 PG 45 / �d
FOR RECORDATION, SALES OR CONVEYANCES ZONED = RR \ \ �,\ \ LOCATI ' \ ZONED = RR *
4. THIS MAP IS NOT A CERTIFIED BOUNDARY SURVEY AND DOES NOT MEET G.S. 47-30 . i \+�\\ \\ \ \ \ EXIIISING WELL \
MAPPING REQUIREMENTS __ \ 2'-3" COARSE O" QPG��� US 264
5. 100' UNEXCAVA7ED BUFFER TO BE PROVIDED ADJACENT TO ALL PROPERTY LINES TO / \ \ \ \ \ /
G � �- _ PERMIT BOUNDARY a \, \ \ \ \ AGGREGATE L9 YANKEE HALL
COMPLY WITH PITT COUNTY ZONING ORDINANCE. 6e^%'-v- -- , e
6. 20' MIN/MUM WIDTH IS REQUIRED IN AREA WHERE EXISTING IREELINE IS GOING TO = '' '` " \ \ \ \ ` STACEY C/EASTWooD \ // ��
BE USED AS A VEGETA77VE BUFFER TO COMPLY WITH PI TT COUNTY ZONING ` a \ \ \ \ & ✓ACOUELINE S. EASTWooD
ORDINANCE. D.B. 2005, PG. 462 //
7. THIS PROJECT DOES NOT INVOLVE STREAM, RIPARIAN BUFFER OR WETLAND IMPACTS ,:rS r - a \ \ \ e ZONED = RR • \ /
LOCA'TION OF
REQUIRING A 401/404 CERTIFlCA770N. N XCAVATSi l ` a \ \ ` -APPROI \ /'
8. WETLAND LIMIT SHOWN HEREON IS APPROXIMATE A VERIFIED DELINEATION HAS NOT �ACN „��''� .^��1�7 BUFFER / �EXLSTING WELL \ //11 6„ r10
BEEN PERFORMED. \ y9.r= •---"`' '<�- i i ,/ ' ` a \ \ e i /
PERMIT BOUNDARY
N/F P /
HOYTM. HADDOCK, JR
\ D.B. 99E, PG 528
\ ZONED = RR i GI1A¶� ' y N
/ yE EES \ \ N F
20, R ( EVERX.. SCREENING BERM a \ \ \ \UNEXCA CHRISTY C HALSEY • �
i \ �• ` 'BUFFER
` 9UFpL.ANTED \ �_,, \, \ \ D.B. 399, PG. 101 �� AP ROX.
CATEGORY AFFE-CTEO ACJAGE i, / " �, V aoo )_ � a VA } ZONED = RRTION OF
TEMPORARY GRAVEL CONSTRUCT/ON ENTRANCE �//Clnitj� MAID
\ r ' ,r,, �'\ � \ \ \ / EXISTING WELL
TAILINGS/SEDIMENT PONDS 1.50 AC. \ ` ; �� ` ` EXIS77NG DRIVEWAY TO BE \ \ \ \ e / N7S SCALE: 1"=1000'
STOCKPILES/BERMS 0.5 AC. U77UZED AS MINE �� a \ V A //
\ r I ;� SILT FENCE \� , } ENTRANCE (TYP.)PROC WATER LEVEL
I ' ` UNDISTU`BED / EL. 20.01
HAUL ROAD AREA � 2.5 AC. � 1+ � BUFFER� � ee
1
SSING
HAUL ROADS 2.0 AC. I !' „ ._ -_._
MINE EXCAVATION — 45.9 AC. \ ;`` LEGEND
UNEXCAVA7ED BUFFER— 27.65 AC N �• ''^ \ I I (—I
UNDISTURBED BUFFER - - 35.70 AC. (' if `� ` \ 5 `t ( `\ l ' ACCESS'/�;, \ ) , // PROPERTY BOUNDARY I—I I I ( I-- 350 t �I 1-1
\ \ I'/i MINE / a v ADJOINER PROPERTY - — — — — — -
I� EXlS77NG BARNS RIGHT OF WAY
/�� .: /. A PERMIT BOUNDARY N F
100 YEAR'FL000 ZONE — — — — —
r^,, SCALED\FROM FIRM MAP NUMBERS
` ` "���y/ /�/ SCREENING BERM \, \\ .\ \ J.P. DAVENPORT & SON, INC BUFFERYARD — — — — — — —
i 372 560$00✓'& 3720562800 ` a \ e D.B. 2423, PG. 409 .Tyy-yyyyYy�. 3:1 SLOPE
( i / i ZONED = RR EXISTING TREELINE 2: 1 SLOPE
!\ , 1' II r, (BASE FLObO ELEVATION VARIES FROM „ /� '\ ` \ -\\ EXISTING BUILDING L----
3x PIPE DIA. \ \` \\ 1 ! ; ;ELEK 16`j0'17) �. + ` ri '�t 1,.�' �` . a \ \ \ e
W j \ , \i` ' } ' \ \` k�' ', `'UNDISTURBED ( \ \\ Li SEDIMENT BASIN CROSS SECTION
\ \ / \ EXISTING DITCH - - -�—{—( NOT TO SCALE
a \ a ' \ SUFFER a \ APPROX.
a -
PERMIT BOUNDARY i
,� S/ r ; i ( a 1 \ \ \ \ \_\ LOCATIONI NI 50' TAR-PAMLICO ----- - - —
W �µ \ Jr \\ \ `� \ \ \ \ e EX13T�G WELL \\ RIPARIAN BUFFER — WATER LEVEL
I '
N I '� R
o I '� -- / ; ee • \ SIL T FENCE —
p O O L 1 ( \ ) 1 y 50' UNEXCAVA7Eb.BUFFER
�d d r3 (�(' \ .`. / PGG r a \ EXISTING WELL APPROX. ■
N , , \ .NE ��, \ N,F ( —III _ N I —III—I
o i ` \ ) 1 I ; , fr �� `. .;� a \ V A A e J.P. DAVENPORT & SON, INC A\ LOCA77ON) III=III=I I — 65'f III= I=
D.B. 2415, PG. 543
' t? o / ii ; � / I \ `\ r-- .r / \ ( � \ N ZONED RR \ —I�I=I�I — I1—I 1=II (
d� a o0 0 , 7 t Cam) T MAX. 1 1/2-1 `, 1 �J \ ` � '`, y'-� - /'; a
1 ,. a -\
0 o Lao - 1 ' � � ii ' ' — — — — —
D RIP-RAP I f \ /
�\ �� v � a �� e i \ .'v � 3.•1 SLOPE
25't i r' \ . \ i e /
/J ( r
25't -� / III I i i UNEXCAVATED • A 2. 1 SLOPE
TYPICAL ENERGY DISSIPATER WITH RIP-RAP I t l 50' VEGlTA77VE, a• \ \.\ /
� ' ' iI { 1 BUFFER �/ BUFFER 7R¢ES S0 • a \ /
BE PLANTS EVEWr,- \ \/ ' SEDIMENT BASIN CROSS SEC110N B-B
UNDISTURBED q a \ \ V A
BUFFER 40 LF) t ♦ NOT TO SCALE
Q � + v r, 1 ; ; i I t � �_ � i ' a �—APPROX.
VQ� \el\A\� ti T a LOCA EXSTN N Of- WATER LEVEL
� IN
` ��\°ZC' o
1 RIP RAP DIM. AS SHOWN ON PLAN \�` ' i'. 1 ! \ \ a \FROM CHANNEL THUS \\`\ �i j ' 1 T'1 1` \\ � •`, `, AZ \ ��i r
_\ 92��
4" FILTER STONE BED + ',
OR FILTER CLOTH ! ( ') , FJZ9l_9GG� \ a
OUTLET 1"IyJV� ` I I " rn I r I I c� \ G o� \ ( I \ a \ \\ - 1
, ,\ — — 31 SLOPE
I t a y v v v , —r I III III
PIPE m '�i I / / r N I I C I ` o� '. o �; - l\ + r \ PERMIT BOUNDARY — — —
�r�' +--,-. _ .e 2:7 SLOPE
T FENCE"----�= - {-� G
�Nz UNEXCAVAIED
3 P P \ +. \. I ` \ \ N/F \ CROSS SECTION OF EXCAVATION
P L ) ) BUFFER \ '6 a \
RIP-RAP PROTECTION AT OUTLETS CO�Q r 1\ j �i I '` \ '\ \ --'/ i i ` \'.. \ �_.- \ ` \ \ \ \ JOHN JEFFERSON LANGLEY \
r / \ \ \ i \� \ �. \\ T a , \ & DORIS GRRY LANGLEY \
NOT TO SCALE
RIP RAP ENERGY DISSIPATOR D.B. S54, PG. 654
ZONED = . N/F 3' CROWN
\ r 1 `•, ') i�/� T,� 1 � \ JOHN D. SUTTON
\ \ ` \ - ' \ \ & JULIAN SUTTON BERM 3.•1 SLOPE
NOT TO SCALE APPROXIMAIE kf7LAND \ t ; � `
LIMITS 0 \ ! } ' ) ' , D.B. DOE, PG. 398
! ! \ T'� \v EXCAVA77ON LMITSPROCESSING AREA r/`4 /i �e \ ZONED = RR
Ch
1 I 1 \\ PROPOSED PUMP -( PCCE/ EXISTING '�'� , \ — _ — l I — — —
` �` A \ UNEXCAVA7f''D -..:MtNE •V � ;� � � � \ — —
I t» a I I '+ `, ` BUFFER ' / , IyLDING� AP ROT,!
—� — I I=IIII=III—III—III—III—I 11=1 I I I
--LOCATION OF —
�• PROPOSED SETTLING BASIN `\ \ EXISTING WELL
\7APPROX/MATE DlA4ENSIONS \ \ I �7 20' 20'
\ t ! 7 " _� s 150'.WIDE x 440' LONG) / \\ G N F
N/F i ' l ,1 ` i� 15' AVERAGE DEP71i'( / �( �� �� r � \V A\V V � � ��e A CECIL CLAYBORNE JR. 40'
THELMA CHERRY SWITZER 1 il ' ` -l. \ 1 ( \ e � ••-- & BARBARA C. CLAYBORNE
D.B. 88E, PG. 407 ` i,I77 t =�: k `\8 \\ \, ' \ ' / PERMIT BOUNDARY \\ - \\ \ '\ ♦ D.B. 2290, PG. 049
ZONED = RA J \ ZONED = RR
N/F ( t� ,.. APPI\OX. SCREENING BERM DETAIL
HOYT M. HADDOCK, JR t ., \ ��` n Y _ TR , \ \ \ i LOCH ON OF
vv� A i
D.B. 94E, PG. 574 < t '"' FF< yE / 1 �[ e EX�TtNG WELL NOT TO SCALE
ZONED = RA
20' VEGITA77VE- C ) \ N/F
�\C� , `BUFFER - +. \ \.\ , C'�e\ n NORTHGATE HOMES, LLC 20'
\ % , \ e �' q D.B. 2208, PG. 038
i
\v I \ ' • `e `�� ZONED = RR
85 IN CLASS B' RIP RAP_ 'e \ \, �APPROX
W17H UNDERUNER V �t V A \
l i (25'Wx25'Lx1.83' THICK) ��'� '� �- P t \ i { V v LEOCk71ON OF
J A e XISTING WELL
-- � vv v
•} `' I
a \ _ Y N/F \ , \ -1 I=1 I I I=III III—III—III—III=1 —I �—
j \, I \\',\, HOYT M. HADDOCK SR., \ V N F -� I 1-III—III III ( I I—III III—I 11— I
Note i r \ 7 / \ , LIFE ESTATE 0 \ / 1I—
r I ,' ,! N , , SILT FENC$ \ `, D.B. 99E, PG. 528 CLIFTON E. POWERS
( t I '+ A _� _/ INV 1 ZONED = RR & GLADYS P. POWERS
AREA WITHIN FLOODWAY IS NOT TO `v e ; ,' ; ( I 1 ,vA�v <
\ \ , / \\, �155t 4 r\ \ \ \ \ !\ .' D.B. 945, PG. 770
BE MINED PRIOR TO OBTAINING } J; \ \\, �\ \e /
. 50' UNEXCA 7ED ZONED = RR
A NO RISE CERTIFICA77ON" l } ` `\ `: ` /
\ ( i i ~ �� BUFFER
1 t __�_ TYP. CROSS SECTION HAUL ROAD NOT ro souE
_ \ \ ,
�LOODWA�' LIMITS �-' \
SCALED FROM\FIRMM{1P0.65.�t'' - ��, ;� \ \.�`\�, f 1 // e
-'� GRAPHIC SCALE
CO V v I NUMBERS 3720�62800J�& \y`a. / � �_ ��� t //
�72 560�OOJ •.� '+��w���-/• .����.� � �i - v �_� /
q - VA (ABLE AS DIRECTED BY ENGINEER 2(10 0 tOD 200 A00 900
\�i 1 \ -" �8'MAX. WITH REINFORCEMENT WIRE)
\ � � \ \ 7 r ,, , I , \ \ \ l \� 11 `\ \><�� �' � \ EXISTING STRf'AM (SUBJECT 70 TAR- // (b'MAX W1IHOUT REINFORCEMENT WIRE)
`,� , \` " ► ? PAMLICO RIPARIAN BUFFER RULES) /
d \ r / R ( IN FEET )
� 1 . 1i1 a - _
(STOR�NWA7ER (FALL) / ! GA GE, 4'x 4" Rf R C MAINTENANCE.. ,
\\ 1 inch = 200 it./ 'v Ins ect sediment fences at least once a !
50' RIPARIAN , / w p -
I \ 1 r F� "� BUFFER / R week and alter each rainfall. Make any
l l t, ( \ \1 l i > � e._ , (� ) \\ // X. required repairs immediately. REVISED MARCH 3, 2009 PER NCDENR REVIEW COMMENTS g
,
s4 °I
\ \ c?eV`'t 17 1' !` ti \ / Should the fabric of a sediment fence puu4�
^� ( �, �� v ,v ,v .v .� .� .� .� .� .� v .�`` Bpi
'•\ , , \ (' , \ \ 1+\ ,t 1 . mac_�• ,...� \ j collapse, tear, decompose or become `����N CARD zzz� /^'x�7 • Engineers
.\ 1 t 1 \� \ 1 \ ` �, , It+ , S 1 -- -!. \ `a ineffective, rep/ace it promptly. .` zi L� Planners
+ �/ STEEL POST nI
SUNeYOfS
it ,t '. ^ Remove sediment deposits as necessary `�O•� S/0 •% , wets
` �+ �� y
tl j I �✓ 1 �
1 l � J G
1 _ 1 r \ ' \ ` ' 1 ' 14 " \ WIRE FABRIC "r••• &Associates,Inc.
\ \ + + + \ - ,�� / to provide adequate storage volume for •Q �';
0 +'\ \� % �� y \ \ Q the next rain and reduce pressure on 7 SEAL _ Since 1919
1 1 \ + +\, ,\ ( / \ ! \ UV RESISTANT 6 - -
\ N F \ \ .} , ��_ \/ UV RESISTANT
FABRIC 0 the fence. Take care to avoid = 107 East Second Street 6131 Falls of Nauss Road,Suite 300
/ ,��, r + \i� `'� undermining the fence during cleanout. 31970 Greenville,NC 27858 252 752-4135 Raleigh,INC27609 919 848-3347
HOYT M. HADDOCK SR., '� �' 1,11'\ .,\ /` 1 N/F ,� 9 9 t ) 0 ( )
' ' 1 LIFE ESTATE \ 'Ir \ // THELMA CHERRY SWITZER E : �••.F
N/F '• I � �. \� }. 1 i '�i / D.B. 88E, PG. 401 Remove all fencing materials and f.•.N .•QJ�� E.R. LEWIS CONSTUCTiON COMPANY INC
D.B. 99E, PG. 528 '! t ' 1111� / TAMPED BACKF/LL unstable sediment deposits and bring �i�z.9A. \\\a``�`
DAVENPORT FARMS, INC. .� ZONED = RR \ t ', 1 r j 1 I f ZONED = RR the area to grade and stabilize it after 4� C. FAG `
^- '! tl! / -� the contributing drainage area has been 4qp
j t N `/�`//V/.A/�A/`/OVA:A/, properly stabilized.
D.B. K37, PG. 457 \ l\� ! 11,,Irll R / GROUND LINE •h HART MINE
ZONED = RA ' 1I' ' ' /`�/� MINING PERMIT M A P
1'1'1'h; // --�-I�BURY FABRIC 12"MIN __
DATE 12129108 PACTOLUS TOWNSHIP, PITT COUNTY, NORTH CAROLINA
TemporarX Silt Fence SURVEY N/A DRAFT BCF SCALE DRAWING NO. PROJECT NO. SHEET
\ NIS 1" = 200' W — 3140 2008037 1 1
• - DESIGN 8CF CHECK BCF OF