20230530_Mine_Map

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I
Line Bearing Distance
CEVF7FR,Y
L8 N 71-25_04' W 49-43' MOT
L9 S 69-21' S0" W 85-35' UM
./ /��.•- 9 50 MON �R
Lt0 S 5T-25'-19" W 57.16' Line Bearing Distance / 43' 3 HGS 47 30 10 RO
Lit N 69'-55'-23" W 85.25' Lt S 77'-08'-15" E 36.05' Nc / �' �' ' N 5918.22 E y4 0 9 ® ag 9FR0�
L12 N 38'-5l'-53" W 103.73' z3
L13 N 66'-29'-54" W 82.51' L2 S 43'-16'-59' E 30.01' yBOPi4 i � EL- z m
L3 S 15'-44'-12" W 29.15' A
L14 N 85'-55'-36" W 90.93' L4 S 41'-50'-59" E 52-96' CNq�GJ p7" /' , pr
L15 N 17'-45'-33" W 223.79' ss a ® �� Know what s below.
L16 N 1'-02'-34" E 70.30' L5 S 46'-39'-03" W 38.65' 4}' Ot• y NC HWY J3 i
L6 N 43-20'-07" W 127.90' `�` 4 • _ s W
d Liz N 13'-12'-57 E 205.96' / O Jt"tE'Sa5 / R� Call beforeyoUdlg. Z $
LIB N _ V.
L7 N 46'-39'-53" E 45.00' 4� +I
L19 N 18'-19'-32" W 56.32' , + w
L20 N 40'-4l'-43" W 56-60, < ' L2 h VEc DRIB "
L21 N 76'-32'-O8" W 102.21'
C
"' `- ' i'' "G P ERG< I �x "`( A Screening Ber Permanent SITE g u
L22 N 56'-03'-00" W 80.77' s 1 /®vio' z
L23 N 0'-53'-52" W 108.60' -' - '� tl E� (ERY\ "' Screening Berm Construction Sequence: Seeding Sched le:L24 N 0'-5S-41" W 330-39' i Iry �' ® GEMS L6 EIP a'
L26 N 24'-22'-39" W 11.01'' 09 1. CONTRACTOR MUST NOTIFY NC DEQ DEMLR AND PITT COUNTY PLANNING Seed Bed Preparation
L26 N 34'-15'-50" W 21t.01' / t5' P
L27 N 68'-27'-53" W 248.45' / P/P 5 3 40 35 EtP DEPARTMENT PRIOR TO INITIATING ANY LAND DISTURBING ACTIVITY Lime 2 tons per acre =
L28 N 10--34'-40" W 76.45' ®��\ t GIVIL BEYOND DRIVEWAY PIPE&CONCRETE APRON INSTALLATION. Fertilizer 10-20-20
\ It u T ( ) -500 pounds per acre S
L29 N 13'-41'-24" E 74.43' _ � ' _ Hao" 2. CONSTRUCTION AND IMPLEMENTATION OF ALL EROSION AND
L30 N 14'-34'-Ot" W 85.64' /�/ 537 1 ) \ ti SEDIMENTATION CONTROL MEASURES 2 WEEKS Seeding Mixture: c
L31 N 2'-59'-51' E 126.31' 30
) ' �s • m
L32 N 13'-15'-27' W 41.61' �,�. � ' ' �' , r
3. SCREENING BERM CONSTRUCTION 6 WEEKS (January 1-March 31) e
Common Bermuda grass(uq hulled) -20 pounds per acre
4. SCREENING BERM SEEING&MULCHING 1 WEEK II
/ EpG vIP \ Rye(grain) -25 pounds per acre REVISIONS:
PERMIT BOUNDARY o_
3 / _i 4• t0 {� 2 h / � THE ITEMS LISTED ABOVE MAY BE CONSTRUCTED SIMULTANEOUSLY.AN (April 1-July 31)
/ L.,.J ANTICIPATED TIME SCHEDULE OF 6 WEEKS IS EXPECTED TO COMPLETE THE Common bermudagrass(hulled) -15 pounds per acre Vicinity Map U
50'LONG CONCRETE � ' � '' t 6' ® �\ �
DRIVEWAY APRON 'JWy Vf1R ! �g7 O \ \
r' IES E / l \ INSTALLATION OF ALL SCREENING BERMS, g g -5 pounds per acre "_/vy i p G J Weeping Love grass SCALE:1 -1000'
6"3,000 PSI CONCRETE;4"C.ABC n I C A� F? ' / ii � �5¢3' 2 Pip 0 0 w \ \\ Centipede 8 pounds per acre a
I ' ADEQUATE TOPSOIL AND SEED BED PREPARATION SHALL BE PLACED OR
SpN �� O i \ I PERFORMED AS PART Of SCREENING BERM CONSTRUCTION TO ENSURE AT (August 1-December 31)
80LF-18"CPP 1 A ® "
OF- 2 m LEAST 80%PERMANENT GRASS COVERAGE ON BERMS.
/ 873 p3' O O ` 0 ��^^\\ B. �` ' rym Common Bermuda grass(uhhulled) -20 pounds per care Notes:
U) / INV.2;.9_ O ' U ` ( ) t/ r\ O ; SEEDING&MULCHING OF SCREENING BERMS SHALL BE PERFORMED WITHIN 7 Tall Fescue 60 pounds per acre Sl m
O f „ O O ", Rye(grain) -25 pounds per acre 1. PROPERTY AREA DETERMINED BY COORDINATES.TOTAL ACREAGE IS
(f �t I' ; m o DAYS OF THE COMPLETION OF ANY PHASE OF GRADING.
APPROXIMATELY 67.07 ACRES:.
i V
' LINES O o N ' �' Seed Bed Protection: 2. BEARINGS SHOWN ARE NC GRID-NAD 83 BASED ON NCGS MONUMENT U �\
a , 9+
pyygR �y+ S00'SETBACK/ d+ / is
\ O� p/ Cq
}I P UNEXCAVATED BUFFER a /�/ 1 ` Straw Mulch - 2 tons per acre(visual) •PAUL" j
23 '\� \I _ � As ha{tTack - 0.03 gallons ers square and � •� •�
\ INV.2_5 (\ GgE\4N'P .+ I' P g P q Y a~
3. ELEVATIONS ARE NAVO 88 DATUM FROM NCGS MONUMENT"PAUL". Ca
P/P N O / ` U 4. A 100'MINIMUM WIDTH UNEXCAVATED BUFFER SHALL BE PROVIDED �' U
<i C PERMIT BOUNDARY /-} 1 1 ADJACENT TO ALL PROPERTY LINES IN ACCORDANCE WITH PITT COUNTY Cd p Cq
8"THICK CLASS /-7 v O "'���e 111 ti /• - ZONING ORDINANCE. � o� C)
A'STONE c J m 2�•
FFF N/ r, •, R111T (100'LONGj- rF TRACT 6 O
i •g ® / ` -- EXISTING ZONING WAS TAKEN FROM THE PITT COUNTY ZONING MAP, O Z Op
I! 5.
80UAJoq ` 5 �ti. / ,� EFFECTIVE DATE NOVEMBER 3,2003 AND THE PITT COUNTY ONLINE C`I
t 34.49 AC. Pipe Outlet to Flat Area-
1h „ PARCEL INFORMATION SYSTEM WEB SITE. O 1•.
., ry No Well-defined Channel v
M-B. 39, PG 63
( I O Notes •'V•+ O M „p
G7 y • /6 + & BOUNDARY AND TOPOGRAPHICAL INFORMATION SHOWN HERON WAS 1 U
/ '0 _ lt., 'f+-'-""- I 'a, iA the tength of the riprap TAKEN PROM A StlR+tEY PREfsA'W.E�,8Y'GLR`r 5.4JAYA.E4 8.A54At4A'fES,PA N
ELIZABETH BREbYFR BROWN 3d apron.o A � ENTITLED"BOUNDARY&TOPOGRAPHICAL SURVEY FOR CAROL PEADEN
TAX PARCEL p' 49754 2. d=1.5 dines the maximum BROWN"DATED JULY 2,2018. ¢'
stone diameter but not less
�{t�^'^^��3 r^ than 6". 7. A PORTION OF THIS PROPERTY IS LOCATED WITHIN A SPECIAL FLOOD
sr•.s'�.,.J t ) //' Q� 3� In a well-defined channel ex• HAZARD AREA.COMMUNITY PANEL#37204679OW,EFFECTIVE DATE:
\'.J 28 j _ sz-z3 ! ' J V tend the apron up the channel 01-02-2004; COMMUNITY PANEL#37204669001,EFFECTIVE DATE:
W y- Plan banks to an elevation of 6' 01-02-2W4:AND COMMUNITY PANEL#37204760DOK,EFFECTIVE DATE:
HAUL°j O O I ROAD .�� A 5- , ` ` above the maximum taifwatsr 07-07-2014.ZONES X&AE.
IIERGIL CARROLL I tr ; roz ,`° yga y� L �Q Ls ---► deplbortothetopofthebank,
JENKiNS, ✓R. Si "� \,.,J 1 2q � ` ~ Sc � whichever is leas. 8. OVERBURDEN MATERIAL SHALL BE USED IN CONSTRUCTING PERIMETER �
TAX PARCEL ,4 20742 0 SILT FENCE TO BE ® / 3s sr..' FFFNi�I t
`` INSTALLED ALONG TOE Y / % 'Qdyi, t 4 should Id be rinstalledt between EARTHEN SCREENING BERM-
2 1 O OF SCREENING BERM S �/ +I the rlprap and soil foundation, __ _
"r
OUTSIDE RIPARIAN
Gectiom AA Legend
PERMIT / / O BUFFER 4��N[2z-� - 0 *blanket PROPERTY BOUNDARY W
BOUNDARY Y ` Discharge Outlet Protection Detail ApJO1NER PROPERTY - - .0
�.r
JI 0'S QgCK / / ` f �, RIGHT OF WAY 0
s,
l� 4r
RFL9 �o. PIT BOUNDARY s .�
/ o TRACT 5 / % zs FPM'I UNEXCAVATED BUFFER
I \ t32.58 Ac. y/ U"E UNDISTURBED BUFFER
(me 39, PG. 63) s�. /,�y $ ry4, Y / / CO)
0
RIPARIAN BUFFER
h/ ��+�� •`. m°' i -- -/ - EIP - £XISUNG IRON PIPE
--
h, C� \ s^ .-._ ve•`_ ry / t ERD - EXISTING RIGHT OF WAY DISK Z z w
IPS - lRON PIPE SET
_ /W - RIGHT OF WAY
" - C/L - CENTERLINE
UNEXCAVATED BUFFER \ - � N \ s ` 6 e` /`' ,_+ a
P/P - POWER POLE C •J iI�
- SPOT ELE!/A TION IC O L-
I / � \ '\ /� •n^' .,'- �- %1x� - z..3;-�-= _ / / m \ ( j- EX/STING TREE
2 \ -A-7
/ �/\ \ ' •� PROVIDE ROCK SILT - `- V '6/ \ \ 0
�+ \ _ - ^' �}'• PERMIT BOUNDARY
`+• \ Xyc \ .r CHECK DAM AT DITCH
`+u•• LeF9 ! / zz9t INTERSECTION
SILT FENCE TO BE •"'
PROVIDE ROCK SILT \ INSTALLED ALONG TOE 0
LOCATI INC \• \ CHECK DAM IN _ / - 0 - OF SCREENING BERM
PROVIDE ROCK SILT CHECK DAM \
RIPARIAN BUFFER
p \ LEAVES PIT DITCH HERE DITCH
OX p0 \ EXISTING DITCH \
? • � ASSOCIATED WITH �PYREAR E AE SILT FENCE TO BE �\\ WHERE DITCH LEAVES
\ y / 10 Z� INSTALLED SO'OUTSIDE PIT EXCAVATION
REMAIN
CANAL SHALL ,�Q, bF
REMAIN UNDISTURBED -•'� NON-ENCROACHMENT `� \ / 0 0 \ \ A E
Qi- \ ytid AREA RIPARIAN BUFFER PER PITT
COUNTY DETERMINATION THIS PORTION
PROJECT#PC19.002&003 WVVEXCAa1 '3t*OF,
X / as
INSTALLED
AL N s BUFFER SHALL v / "
_ 9fy INSTALLED ALONG TOE REMAIN \ / EIP tl"E sZ \ / s
\ 9 OF SCREENING BERM / SF SILT FENCE TO BE UNDISTURBED PERMIT BOUNDARY r
EDGE OF 115'SETBACK 5F - 1W SETBACK
E.R. LEWIS $\ OUTSIDE RIPARIAN ' ry INSTALLED ALONG I
CCWS�MUCgTIONSCO., INC. !'�. BUFFER -- / , RIPARIAN BUFFER UNEXCAVATED BUFFER
TAX P.�RC£G 2079ASSOCIATED WITH
5573 \ / SEA 50'RIPARIAN m / 50'MIN.WIDTH `'� m POTRACK CANAL.SHALL
PERMIT BOUNDARY / ONE BUFFER ry 1 REMAIN UNDISTURBED `' A
Z Q s UNEXCAVATEDBUFFER , /•
TORIPARIAN CENT 5G RWFFERA ~ �� OB'OUTSIDE PROPOSED OODSLINE
BUFFER(TYP.) BU tom, �s ,� .( k
NON-ENCROACHMENT AREA) 'ri ti lb
'"'r'\• 0 //////------SILT FENCE TO BE
L2 �' - ' ' -� �n EDGE INSTALLED
D ALONG SETBACK
0 0 T
QF4
�Cr �"� so, PROPOSED WOODSUNE ze.r3
pM� Dp C . �. /� gVFFIPAB
VERGIL CARROLL ✓ENKINS, JR. 401•\ "E KIMBERL Y BARRETT \ S` ��yr . '9 _ _ fq �N Q
TAX PARCEL 1/20745 7 ry DUSTON \ W6LL 4:B -igA`ro,��� \ \ <
�' O.B. J488, PG. 569-570 \ 'OG ,y - - \
SW UNEXCAVATED o
i
I L30 - "� TAX PARCEL I J7754 \ s,3 r 4 \ \\ �<�3 \ �-� -�-� BUFFER �
Proposed Discharge �j s
NOTES: L26 7 / / a WATER LEVEL \ �X [� ---. \ z Point �' ` -e
1. PROVIDE TURNING RADIUS SUFFICIENTTO �\ MCo- \ BENJAMIN JOHNSON -\ ,sF 3 - �C���
ACCOMMODATE LARGE TRUCKS. /- / �\ t `E TAX PARCEL / 12290
2- LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION -� I r- NATNAN \ \ FAITH LAKE, INC. N - a
BY ALL CONSTRUCTION VEHICLES. / / _i=I I 1-III--I !-I I I_-I I,hI \ EDWAROS \ /• AV 3
3. MUST BE MAINTAINED IN A CONDITION WHICH P9 / / ' o I-i III=III-1_--I D.B. 485 PG 599 \ \ \ TAX PARCEL 1F 08477
WILL PREVENT TRACKING OR DIRECT FLOW OF MUD JG� jQ). / / / II I II Ii 1I� I I I! I I- \ TAX PARCEL 3377 \ \ \ MtN�AI� QUq a
ONTO STREETS. J0 2ii 'I 11= I i I-1 \ \ 50'RIPARIAN Nc pROGJry I
/ i III i III 3:1St.OPE tl - =
s PERIODIC TOPDRESSING WITH STONE WILL BE Q BUFFER /� \
NECESSARY. �6 \ ��) °
-III=1 I-i =1 -III 2:1 SLOPE s .. f\ - - - - _ _ Lt
4. ANY MATERIAL TRACKED ONTO THE ROADWAY , I r-I -i �'iT�i I-i- I' / / ~` \ e
MUST BE CLEANED UP IMMEDIATELY. / � �� V/ / �`� _ __
S. LOCATE OF RAVEL
SSANRUCrION EGRESSENTRANCEATALL CROSS SECTION OF EXCAVATION �
POINTS OF INGRESS AND EGRESS UNTIL
EC SITE IS
STABILIZED. PROVIDE FREQUENT CHECKS OF THE CATEGORY CURRENT AFFECTED PROPOSED CHANGE TO TOTAL AFFECTED \ \ Project Manager. BCF
DEVICE AND TIMELY MAINTENANCE. C1A55'A'STONE r�. NOT TO SCALE \
6- NUMBER AND LOCATION OF CONSTRUCTION 8"MIN.DEPTH L,e1� / I \ 4 ACREAGE AFFECTED ACREAGE ACREAGE EXl`'i�E
ENTRANCES TO BE DETERMINED BYTHE ENGINEER. tih T WIDE CROWN WIDTH i Tailings/Sediment Ponds " +`- Drawn By: EW79
7. USE CLASS'A'STONE OR OTHER COARSE _ _ \ I 0.00 O.00 0.00 ✓OANNA N g
AGGREGATE APPROVED BY THE ENGINEER. ti .!=1!�- -11 3•- ,. ""--� Stockpiles 0.00 RAM Y \ Checked By: eCF b
8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO 6' -! -I 1- = i�= :7 20' C E p 0.00 p 00 1 Prof Number 18026
\ TAX PARCEL / 78784 \ DfeWln '
PREVENT VEHICLES FROM BYPASSING 8"MIN. i- I- III=1( . "ou•` Waste piles
CONSTRUCTION ENTRANCE LEAVING PROJECT SITE. NOS' ( = !_�
\ 0.00 0.00 0.00 � 9 Number: D-1170 �
PLACE FILTRATION 'i i� III I-I -"' _ - - Processing Areas/Haul Roads
_ 0.05 0.00 0.05 \ 'REV I$ S-IU-23
GEOTEXTILE If Ili=' 4'MINIMUM - t II�IIiIi III III TI it III III tl Il.- i__I o
BENEATH STONE 31 .I III 1! I 1 I I'L_ III =-III i I -, !!; I-1 11)_ A Mine Excavations
-I i- WATER DEPTH (I i i;_!I III I!I_. I I I ,l i Ili I,I-III=1 I I 1 rl I I n i III__ I I i- 44.79 44.79
\ Other(Please explain) 9,51 9.51 \ Mc6 100 0 SOP 100
NCDOT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE EARTHEN BERM TYP. (CROSS SV.CTVDN 0 HAUL ROAD \ Total Affected Acreage 54.35 I a
(CONSTRUCT IN ACCORDANCE WITH NCDOT DETAIL Na.1607.01) NOT TO SCALE NOT TO SCALP NOT TO SCALE Total Permitted Acreage 63.86 1.25 65.11 'SGALE 1 Inch = 100 ft a
Date: 4-15-2019 s
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