20230302_Mine_Map_74-98

I I
i
Line Bearing Distance W
CEMETERY
R� � ' �� pUL
L8 N 77'-25'-04' W 49.43' i '' '" +" T P ,
i L9 S 69`-21'-50" W 85-35' / r�'•�.�'` 3g' 50 W G5 MO4j 38 1 ® ,10�RR0
L10 S 57--25'-19" W 57.16' Line Bearing Distance +- ' +- ' 4S N 56 67
Lll N 69-55'-23" W 85.25' Lt S 77'-08'-15" E 36.05' N +- ..--' 18.a p47 36.67
./' P N 69 5013.
L12 N 38`-51'-53" W 703.73' c'c � 5`J E n✓ v, 5
L2 S 43'-16'-59' E 30.01' Z^
II L13 N 66'-29'-54" W 82.51' m AS` z
;a L3 S 15'-44'-12" W 29.15' ry ` N
L14 N 85'-55'-36" W 90.93' 0 40 E P c
L4 S 41'-50'-59' E 52.96' c. B3 07' /� KnOW Witat5l�@IOW. NC HWr 33 "
,i L15 N 17'-45'-33' W 223-79' sa 3 2D @ s z
L16 N 1=02'-34" E 70-30' L5 S 46'-39'-03" W 38,fi5' 5 43' 01 C / Call before you dig.
L17 N 13'-10'-47" E 206.96' m F' 31. .o i-
L6 N 43`-20'-07" W 127.90' am 40- Es s5 - R/'W
L18 N 2`-22'-57" W 391-47' Mm Y' NIv- , w
L7 N 46'-39'-53" E 45.00' �� to ` 1-800-632-4949 e, z
{ L19 N 18`-19'-32" W 56-32' q " �C q
i L20 N 40'-41'-43" W 56.60' �,oP [N
'I L21 N 76'-32'-08" W 102.21 ti+ - No p' EPOC p ,, IL " Screening Berm Permanent SITE s G
L22 N 56'-03'-00" W 80.77' ' i EPoRY� iP I'd 50 N
L23 N 0`-53'-52" W 108,60' E(� Screening Berm Construction Sequence: Seeding Schedule:
I! L24 N 0'-5S-41" W 330.39' i v e D rEM L6 Etp o
L25 N 24'-22'-39" W 148.69' 1r. j5, Dg" tX
1. CONTRACTOR MUST NOTIFY NC DEQ DEMUR AND PITT COUNTY PLANNING Seed Bed Preparation
L26 N 34'-15'-50" W 211-01' / / g' DEPARTMENT PRIOR TO INITIATING ANY LAND DISTURBING ACTIVITY Lime -2 tons per acre
L27 N 68'-27'-53" W 24$.45' / e, PIp 5340y5' p
L28 N 10'-34'-40" W 76.45' `� ®p0� \ 1 cNa` rEf BEYOND DRIVEWAY PIPE&CONCRETE APRON INSTALLATION. Fertilizer(10-20-20) -500 pounds per acre
L29 N 13`-41'-24" E 74.43' ! \. �N � 2. CONSTRUCTION AND IMPLEMENTATION OF ALL EROSION AND a
L30 N 14`-34'-01" W 85.64' "/' 3 31 ) 4 \ `, wry SEDIMENTATION CONTROL MEASURES 2 WEEKS Seeding Mixture: o C
L31 N 2'-59'-51" E 126.31' 30 °o •a �' (January 1-March 31) O
L32 N 13'-15'-27" W 41.61' �.. / �.�'= , -
1 ) r � 3. SCREENING BERM CONSTRUCTION 6 WEEKS
P� ` \ 4. SCREENING BERM SEEING&MULCHING 1 WEEK Common Bermuda grass(unhulled) -25 pounds per acre REVISIONS:
5 \ \
3 '/��+ j• �_�ar' ` A Ab�y53 (�'')� PERMIT 90UN0ARY THE ITEMS LISTED ABOVE MAY BE CONSTRUCTED SIMULTANEOUSLY.AN (April 1-July 31)
a' t{ �\ �\ \ w \ND\' / ANTICIPATED TIME SCHEDULE OF 6 WEEKS IS EXPECTED TO COMPLETE THE Common bermuda rass hulled -15 pounds Vicinity Map U
50' LONG CONCRETE 3 E5 1 76• \ \ g ( ) p per acre C)
DRIVEWAY APRON N N1 I \1pV1 /''�5y' E ` ` ( \y \ ' INSTALLATION OF ALL SCREENING BERMS. Weeping Lovegrass 5 pounds per acre SCALE:1"=1000'
W 3,000 PSI CONCRETE;4"CABC r I G R q 3' 20 '1\l V �,.•/ % \ �yP Centipede - 8 pounds per acre
I / 5 P/P ` I ` \ �„ ADEQUATE TOPSOIL AND SEED BED PREPARATION SHALL BE PLACED OR
{ ( n PERFORMED AS PART OF SCREENING BERM CONSTRUCTION TO ENSURE AT
80 LF-1$"CPP ASPHA4 ' V ® J / \ `' tl ' ` ® M (August 1-December 31)
I i m LEAST 80%PERMANENT GRASS COVERAGE ON BERMS.
0.596 28 �J (�I�Of�\ O Common Bermuda grass(unhulled) 20 pounds per care Notes:
1 yy3� O �J `B Talf Fescue -60 pounds per acre ¢ C0
o O SEEDING&MULCHING OF SCREENING BERMS SHALL BE PERFORMED WITHIN 7 1. PROPERTY AREA DETERMINED BY COORDINATES.TOTAL ACREAGE 15 O
Cl) 4 / INV.28.9- O s� Rye{grain) 25 pounds per acre E
„I } o DAYS OF THE COMPLETION OF ANY PHASE OF GRADING- APPROXIMATELY 67.07 ACRESt.
f% �� S P/P ( ] ' st VVV n Seed Bed Protection: 0 Cq'-
\ (� LINE O I" o cvtat 2. BEARINGS SHOWN ARE NC GRID-NAD 83 BASED ON NCGS MONUMENT U O cp
0 1.13 �•''' i OAR , 100'SETBACK/ m. i� ` Straw Mulch - 2 tons per acre{visual) "pAUL"• W ,� •G
,., P UNEXCAVATED BUFFER < /�------77 C`7 ,e Asphalt Tack - 0.03 al
R2 �✓ ✓✓ g Ipns per square yard ti
\ INV.28-5 5 100 ��` ��' i$, (J{.-q - 9• ELEVATIONS ARE NAVD 88 DATUM FROM NCGS MONUMENT"PAUL"- O
P/P 4. A 100'MINIMUM WIDTH UNEXCAVATED BUFFER SHALL BE PROVIDED CV
-+ i N
PERMJT BOUNDARY t 1 ADJACENT TO ALL PROPERTY LINES IN ACCORDANCE WITH PITT COUNTY
i • a� ZONING ORDINANCE, C 0 O
8'"THICK CLASS ` �/-7 _ 0� e e% i o
'A'STONE �/ 4, ?� TRACT 6. /�/ -- _ 5. EXISTING ZONING WAS TAKEN FROM THE PITT COUNTY ZONING MAP O z ap
•g (100 LONG)- ' . '� EFFECTIVE DATE NOVEMBER 3,2003 AND THE PlTT COUNTY ONLINE ��" !tiCq
b.// O s.
�- PROPOSED ` �� ` M ' Pope Outlet to Flat Area- PARCEL INFORMATION SYSTEM WEB SITE.
i - SAND MINE 1g/ ry �34.49 AC. - /--•-, No Well-defined Channal O w
OFFICE TP1Ar1'i?iC 141, /f § ti$ ,(4FB. _X PG. X-7) ` .,/ / rdi3te5 tiJ &%T11CMRYA9W TLWOUIIRA^10k d%AJI16A?X)N.il'tU9t1.'PtLiRi7Pf WAS :«_C.) L'; 41
0► Cam ® Cl .$6 T-'•--'�- 1 La is the length of the nprap TAKEN FROM A SURVEY PREPARED BY GARY S.MILLER&ASSOCIATES PA , �G� O U
_ ELIZABETH BREWER BROWNo A _ 'apron' ENTITLED"BOUNDARY&TOPOGRAPHICAL SURVEY FOR CAROL PEADEN F.t '" p
�"\ O R ®"'� _ t,/ -- 2h 4=L5 times the maximum BROWN-DATED Q; ,-, Z
'�•\ �/► ® ^, miry, J TAX PARCEL '49754 Q„ - stone diameter but not less
��,► ,T• za.as I F" -- than 6 7, A PORTION OF THIS PROPERTY IS LOCATED WITHIN A SPECIAL FLOOD
EFFECTIVE DATE:
{,�^-�,}(�^`\3® /" .F. � � 0 ,/� � �.In a wellapron up Channel ax HAZARD AREA.COMM UNITY he channel 01-02-004; COMMUNITY PANEILE#37204669OW,EFFECT EFFECTIVE DATE:
sw'\✓ <. / p'J ?sue sz.as 1 J �qc. tend the apron p
HAUL �",°j ` I/ y� Plan banks to an above the Maximum taiiwater 01-02-2004,AND COMMUNITY PANEL N 3720476000K,EFFECTIVE DATE:
levation of 6"
07-07-2014,ZONES X&AE.
VERGIL CARROLL 'n o, ( O D �� ROAD ���^^^ y xAgr���{!!!e �$ zi�k ` v� La
whichever isth or to elesS of he bank, 8 OVERBURDEN MATERIAL SHALL BE USED IN CONSTRUCTING PERIMETER {Q
JEJVKIN JR h wze� i �RfiF 4. A filter blanket or filter fabric EARTHEN SCREENING BERM.
TAX PARCEL ,/ 20742 O I SILT FENCE TO BE o / `ass 3L�' BF,P1 {
44 e J$I should p installed between O
INSTALLED ALONG TOE Y •/ he riprap and soil foundation. - _
2 V OF SCREENING BERM ,w/ L FFi1[er t Legend
OUTSIDE RIPARIAN 4 tin. ` Section AA blanket {�
_. PERMIT / BUFFER - �R(��
I BOUNDARY /•
n PROPERTY BOUNDARY Uj
�/• O / za,° ` O Discharge Outie#Protection Detail AD101NER PROPERTY - - Z Z
/ / 3p9T v$•J �
/ 120•y. / �� RIGHT OF WAY Q.. C! •w Q
3°j ` AF�k Ce �O'gs. PIT BOUNDARY `i
s FOP UNEXCAVATED BUFFER
TRACT 5 1 /
4•i i►
/ ±32.58 Ac. / / m^� wows /0 UNDISTURBED BUFFER /✓_G_LJ ~ M
f I (M,B, 39, PG, 63) &b'rlssr9 .$ ` a a'' r, o
_ V
Al cr \ \, s - �xs•ov ` -.� RIPARIAN BUFFER W , : •�
\ 9;,ei r �I�• o __ + a / EIP - EXISTING IRON PIPE /ate S a
qq�? 2� '`r ry �° .-•" '- /PS - IRON PIPE SET V _cm
VT/ wW Mgz�®�• a- �/- ,ae C`-f,/ ` l J / 1�. R/W - RIGHT OFRµAYr OF WAY DJSK "`7 z � CL
UNEXCAVATED BUFFER \• \ `_ .. 3.t9, Tf .w � _ I/ P/P - POKER POLE - U g
5 ( a C - CENTERLINE ` rr
=m - _ ,� '` r/rl °_'\ 02a5-3d9 - SPOT EL£uA 061V
EX/STING TREE O i
\ \ N R2' \ n / \
.vti a 2yOa o "• rv� M1y�/ \ \ PERMIT BOUNDARY
LOcew
PROVIDE ROCK SILT a, \ ze.' \ r
CHECK DAM AT DITCH
f�B� INTERSECTION
SILT FENCE TO Of
INSTALLED ALONG TOE
110N PROVIDE ROCK SILT - PROVIDE ROCK SILT CHECK DAM ✓VV '\OF SCREENING BERM
/ \ LOCA LINE \ CHECK DAM IN IN EXISTING DITCH WHERE DITCH/ LEAVES PIT EXCAVATION
RIPARIAN BUFFER / pROx' FLOOD \ EXISTING DITCH
AE SILT FENCE TO BE o
\ P / 10 P ZO INSTALLED 10'OUTSIDE \ sF PIT EXCAVATION
LEAVES 0 \•\
,., • ASSOCIATED WITH 0 AR NE \
REMAINPOTRAC
CANAL SHALL / NON-ENCROACHMENT RIPARIAN BUFFER PER PITT+. \ y1 REMAIN UNDISTURBED COUNTY DETERMINATION
\ THIS PORTION OF ® ,
d�• PROJECT p PC19-002&003 / \
UNEXCAVATED i
\ GF•9 SILT FENCE TO BE / ,r,,. BUFFER SHALL E� FINE rzs
'P p REMAIN G/-�1 z
2 ,I / • ro INSTALLED ALONG UNDISTURBED
\ 9 INSTALLED
OF EFNINGB ALONG E SILT FENCE TO BE PERMIT BOUNDARY -- �\ \ QP�s,C•./ / N
E.R. LEWIS B V SIIDRE RIPARIAN / \ RIPARIAN BUFFER UN XCTBACK BUFFER ` 0 /
a\ F EDGE OF 115'SETBACK Sr ASSOCIATED WITH / / �+
CONSTRUCTION CO., INC. 19
., - / uuu/euy
AX 0 565 573 y �/ / POTRACK CANAL SHALL / ,��� �'(H CAROB ,'i�i 4
\ NEA 50'RIPARIAN m } SO'MIN WIDTH `+ m REMAIN UNDISTURBED A
PERMIT BOUNDARY � / ZONE BUFFER UNEXCAVATED ,
BUFFER ADJACENT R7pN -`� -� PROPOSED WOODSUNE
TO RIPARIAN 5p Rip F6R r (10'OUTSIDE
BUFFER(PIP.) 6pF - 3 SILT FENCE TO BE NON-ENCROACHMENT AREA) g
O O ro C -
EDGE F 10 SSETBACK 26
4,o� /CjOT�\�\_` Q Q�N /,Z JI L}9 --` •'�i. ' _ ` ',',' ��mwG `*,,` s
IjVV y�
L32 e. n ^ / �`' fx�stoRJ~ Ala s , �C'�(' `� �J ry/ -\ SO' PROPOSED WOODSUNE 2&13
\ NE KIMBERL Y BARRETT
VERGJL CARROLL JENK/NS, JR. <3r � � •4- -�_
TAX PARCEL 20745 1 _ -
4 �1� \
A /' D.B. D4UaS TONs69 s7D 9 Ace `�iyr • F 50'UNEXCAVATEO c j a Z i
L3U - TAX PARCEL 4 31754 \ ` B` •..\ �L�3\ j"� \ - ` / BUFFER /• �' '(�a
Proposed Discharge z V1=z E
NOTES: ~' . / / c \ Yes;; `` �'�_ \ ®z Point Z 0 w n
1. PROVIDETURNINGRADIUS SUFFICIENT TO 1287 / WATER LEVEL \ ''H��*tip= ��� \ BENJAMIN JOH2290 \ \ ,s� 3 - 0WZ
He �' TAX PARCEL # 12290 \ T ^ FAITH LAKE, INC. tJ CJ' 00
ACCOMMODATE LARGE TRUCKS. / / \ \ CO i
2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION '� -- ---�J_�- -- - .,` NA THAN \ \ �, / \/ TAX PARCEL ,/' 08411 > Ln
/ / -1 _f 1�=I i i.._I f I LI l EDWARDS \ �/ m C4 3 BY ALL CONSTRUCTION VEHICLES. +� """'`"` r-_--_ .
o /" /' h_ I I III D-a 485, PG 599 !v / cc 3
3. MUST BE MAINTAINED IN A CONDITION WHICH OP I I N I I i \ \ \ \ m / `q') V o0
WILL PREVENT TRACKING OR DIRECT FLOW OF MUD -i '-1 i TAX PARCEL �'33497 - / ,
ONTO STREETS. 0 �9y / / 11- I
_ RIPARIAN C o
QJ R, I h 33�_I \ Lr `_" BUFFER h U = 00 .a n-
PERIODIC TOPDRESSING WITH STONE WILL BE / u I'( I III "� I 3:15LOPE �6 - e0 cLn
NECESSARY. / ''-III �III� 111 III 1I1 II. - ' - CATEGORY AFFECTED ACREAGE \
4. ANY MATERIAL TRACKED ONTO THE ROADWAY , I -III (I - i I . I \- Ll \ Ln ^J
E /// / TAIUNGS/SEDIMENTpONDS 0.0 AC. - - --' ' -- - -. r`
2:1 SLOPE �� "� �- r, v L
MUST BE CLEANED UP IMMEDIATELY. e`L V - -�� N m
74
S. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL �+ EXCAVATION
/► °' ^1� STOCKPILES/BERMS 0.0 AC. ,.
POINTS OF INGRESS AND EGRESS UNTIL SITE IS CROSS SECTION DT C.111. AVATION WASTEPILES O.OAC. A �
STABILIZED. PROVIDE FREQUENT CHECKS OF THE / PROCESSING AREA O.O AC. \ / Project Manager. m
DEVICE AND TIMELY MAINTENANCE- CLASS W STONE `�• 1 NOT TO SCALE \ HAUL ROADS 0.05 AC
\ of age EICF
6. NUMBER AND LOCATION OF CONSTRUCTION 8"MIN.DEPTH f,c1' I \ E •a•�-E Drawn By: EW
y MINE EXCAVATION 4a,79 AC t nt MAR 0 2 t
ENE CLASSSTO BE DETERMINED BY THE ENGINEER. 'L 3'WIDE CROWN WIDTH \ \ JCJANNA NO 2013� Chaciced By: BCF
UNEXCAVATEO BUFFER 19.02 AC.t RAM )• A w 7. USE ClASS'A'STONE OR OTHER COARSE �� 8 y Project Number•
AGGREGATE APPROVED BY THE ENGINEER. y ! - 1 1-- 3• t '�'`� 718026 0
8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO fi 3 I I I 7 2W \ E�,no "E TOTAL DISTURBED ACREAGE 63.86 AC,t TAX PARCEL / 78184 3
PREVENT VEHICLES FROM BYPASSING s"MIN. HC'1` \ Drawing Number: D-117D
CONSTRUCTION ENTRANCE LEAVING PROJ ECr SITE. NOTE:
PLACE FILTRATION Owner/Applicant: References:
\ /
GEOTEXTILE "-.11 - $• W MINIMUM
1 IJI - 1� -II -I 4 111
BENEATH STONE 1- WATER DEPTH III 1 I--- I_ , 1-1 I t-1 rl- -
CAROL PEADEN BROWN D.B,604,PG 200 `, �, �� 1 BO' 0 50 100, [/
3448 EUGENEJAMES ROAD M.B.39,PIG.63 <,"� C- I
NCDOT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE EARTHEN BERM TYP. CROSS SECTION @ HAUL ROAD `� TARBORO,NC 27886
\
(252)4814460 ESTATE BOOK 2015E,PG,820 \ s
(CONSTRUCT IN ACCORDANCE WITH NCDOT DETAIL No.1607.01) -.. NOTTO SCALE NOT TO SCALE NOT TO SCALE PARCEL NO.49756&49757 'SCALE 1 inch ^ 100 ft $
Date: 4-15-2019 0
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