HomeMy WebLinkAbout20190701_Mine_MapLine
Bearing
Distance
L8
N
71'-25'-04"
W
49.43'
L9
S
69'-2l'-50"
W
85.35'
L10
S
57'-25-19"
W
57.16'
1_11
N
69'-55'-23"
W
85.25'
1_12
N
38'-51'-53"
W
103.73'
L13
N
66'-29'-54"
W
82.51'
L14
N
85'-55'-36"
W
90.93'
L15
N
17'-45'-33"
W
223.79'
L16
N
1'-02'-34"
E
70.30'
L17
N
13'--10'-47"
E
206.96'
L18
N
2'-22'--57"
W
391.47'
L19
N
18'-19'-32"
W
56.32'
L20
N
40'---4l'-43"
W
56.60'
L21
N
76'-32'-08"
W
102.21'
L22
N
56'-03'-00"
W
80.77'
L23
N
0'-53'-52"
W
108.60'
L24
N
0'-53'-41"
W
330.39'
L25
N
24'-22'-39"
W
148.69'
L26
N
34'-15'---50"
W
211.01'
L27
N
68'-27'-53"
W
248.45'
L28
N
10'-34'---40"
W
76.45'
L29
N
13'-41'-24"
E
74-43'
L30
N
14'--34'-0V
W
85.64'
L31
N
2'--59'-51"
E
126.31'
L32
N
13'-15'-27"
W
41.6V
Line
L1
L2
L3
L4
L5
L6
L7
�-
591
3
43' 01' \�
^� 5 4�
I
-3185-
I RIB'
PAUL„
MONO 38N
NGS g5641.3 &7
E 2475 50,67
EL -
FT. ° A
N° E �� W. 4 1
n:5� SOIL &
0 -T 141 10
R I CPO `Ar�� 6Y` EtP ¢'� Screening Berm Construction Sequence:
_ MY
_ p L 1. CONTRACTOR MUST NOTIFY NC DEQ DEMLR AND PITT COUNTY PLANNING
1 Q9 DEPARTMENT PRIOR TO INITIATING ANY LAND DISTURBING ACTIVITY
3�Q5 IP
1 a° 1 cNlr, i BEYOND DRIVEWAY PIPE & CONCRETE APRON INSTALLATION.
4� \ ` MO 2. 2. CONSTRUCTION AND IMPLEMENTATION OF ALL EROSION AND
SEPMENTATION CONTROL MEASURES 2 WEEKS
3. SCREENING BERM CONSTRUCTION 6 WEEKS
4. SC EENING BERM SEEING & MULCHING 1 WEEK
1
Know what's below.
Lail before you dig.
1-800-632-4949
Screening Berm Permanent
SeedinLy Schedule:
Seed Bed Preparation
Lime
- 2 tans per acre
Fertilizer (10-20-20)
- 500 pounds per acre
Seeding Mixture:
(January 1- March 31)
Common Bermuda grass (uhhulled)
- 20 pounds per acre
Rye (grain)
- 25 pounds per acre
__ ERA P/P N
' �\ \. }538 PERMIT BOU DARY
0THE ITEMS LISTED ABOVL'- MAY BE CONSTRUCTED SIMULTANEOUSLY. AN (April 1- July 31) VicinityA a
\\ �� ANTICIPATED TIME SCHEC3ULE OF 6 WEEKS IS EXPECTED TO COMPLETE THE Common bermudagrass (bulled) -15 pounds per acrep
50' LONG CONCRETE (�S I� I ��. E 12 f /�7 Q� OW 1 \ \, INSTAL TION OF ALL SCREENING BERMS. Weeping Lovegrass - 5 pounds per acre SCALE: 1" =1000'
DRIVEWAY APRON �}� VAR �' I 57 �1L-/ \ Centipede - 8 pounds per acre
�+ I 1N / �43' 20 \ -' _ ADEQUATE TOPSOIL ANU SEED BED PREPARATION SHALL BE PLACED OR
6 3,000 PSI CONCRETE, 4 CABC C R� _ y \ a � P
N RL S PERFORMED AS PART OF SCREENING BERM CONSTRUCTION TO ENSURE AT (August 1 - December 31)
SpH \ '�� 0\ r LEAST 0% PERMANENT GRASS COVERAGE ON BERMS. Common Bermuda grass (urihulled) - 20 pounds per care Note 5:
80 LF 18" CPP A _ \I ®�° bs.. " I 1 - n r r
0.5°rG 28 �' �' p3 \\ ® °k ry \� Tal Fescue
60 pounds per acre
0
@ C�/ SEEDING & MULCHING OF SCREENING BERMS SHALL BE PERFORMED WITHIN 7 1. PROPEItTYAREA DETERMINED 8Y COORDINATES. TOTAL ACREAGE IS
!1\��f _ , Rye (grain) - 25 pounds per acre
N OF ANY PHASE OF GRADING. APPROXIMATELY 67.07 ACRES±.
C� I INV. 28.9- DAYS O THE COMPLETIC?
9 L 9. �-,/ -6� a
\\ _ �\ - Seed Bed Protection: 2. BEARINGS SHOWN ARE NC GRID - NAD P.3 BASED ON NCGS MONUMENT
C I/ Q n Straw Mulch - 2 ton era re (visual) 0 _ _ ES \J , � r s p c { a) „PAUL".
0 i2 L1N u� \\ �100' SETBACK/ m �� Asphalt Tack - 0.03 gallons per square and
EOE o UNEXCAVATED BUFFER "' � 0 /\ p p Y
3. ELEVATIONS ARE NAVD 8$ DATUM FROM NCGS MONUMENT "PAUL".
R2S'
\ INV.28.5 G0`
Ln o � 4. A 100'MINIMUM WIDTH UNEXCAVATED BUFFER SHALL BE PROVIDED
ADJACI.NTTO ALL PROPERTY LINES IN ACCORDANCE WITH PITT COUNTY
ZONING ORDINANCE.
PERMIT BOUNDARY \
I G
I 8" THICK CLASS 5. EXISTING ZONING WAS TAKEN FROM THE PITT COUNTY ZONING MAP,
/ n 'A' STONE z// I y �, , TRACE 6 z_/ EFFECTIVE DATE'NOVEMBER 3, 2003 AND THE PITT COUNTY ONLINE
(100` LONG) PARCEL INFORMATION SYSTEM WEB SITE.
� ,°a t34.49 Ac,
PROPOSED
�. SAND MINE
o (M.B. 39, PG.+ 63) � / 6. BOUNDARY AND TOPOGRAPHICAL INFORMATION SHOWN HERON WAS
1N/ 9 TAKEN FROM A SURVEY PREPARED BY GARY S. MILLER & ASSOCIATES, PA
�\ OFFICE TRAILER tr� \ N /6
�// �� �vv IV ELF ELIZABETH BREWER BROWN ENTITLED "BOUNDARY &TOPOGRAPHICAL SURVEY FOR CAROL PEADEN
BROW(1" DATED JULY 2, 2018.
TAX PARCEL! # 49754
7. A PORTION OF THIS PROPERTY IS LOCATED WITHIN A SPECIAL FLOOD
HAZARI] AREA. COMMUNITY PANEL # 3720467900J, EFFECTIVE DATE:
0\ 01-02-2004; COMMUNITY PANEL # 3720466900J, EFFECTIVE DATE:
/ Q'h z sz.zs � �. 01-02-2004; AND COMMUNITY PANEL # 3720476000K, EFFECTIVE DATE:
07-07-2014. ZONES X & AE.
HAUL �`' 1Lt "jo� S. OVERBiJRDEN MATERIAL SHALL BE USED IN CONSTRUCTING PERIMETER {�
h \ ROAD Y,. • �9 g '`� -PC,- EARTH[N SCREENING BERM.
l�ERGIL CARROLL o I \ �, \\ �o° �g5o FF
JENKINS, JR. / /, z835 3t.4, eFR'I'4
TAX PARCEL 420742 f SILT FENCE TO BE / �' Legend 11
INSTALLED ALONG TOE
OF SCREENING BERM <<6,7 �)g/
OUTSIDE RIPARIANLU
/ BUFFER .Y2796 PROPERTY BOUNDARY
PERMIT lamm
BOUNDARY ADJOINER PROPERTY
�s
00RIGHT OF WAY
00'ay PIT BOUNDARY
4)/
/ / ` �F9j�� UNEXCAVATED BUFFER
za.T
6
T
73 s
,
/ p
I ;
/ \\ Tr�ACT L
INE
J o-
� UNDISTURBED BUFFER
V.
: t r
.. -:'n h
r..
a 5 s
t
.� ryUl
-e og RIPARIAN BUFFER
EXISTING IRON PIPE CL
\ fl ERD TIT EXI5TING RIGHT OF WA Y DISK
R/W = RIGHTS OF WA Y 3
C/L CENTERLINE Z•®.
/ ry. _ ry / \ ®25.39 SPOT ELEVATION (�
\ _ ?3.19 _ °0 - P/P POWO POLE
UNEXCAVATED BUFFER \ _r u �/ /s I,
z4s¢ / j ' / \ \ EXIST]/VG TREE
LD 0
PERMIT BOUNDARY E
ti c'P�.-7LAM
PROVIDE ROCK SILT CLU
�
NTLISAM CT ACTION
DITCH \ w - /( \ SILT,FENCE TO BE
4e01
z p 22 91 U \ INSTALLED ALONG TOE JULZ019 �®
OF SCREENING BERM
T1 \ CHECK DAM IN 5ILT IN EXISTING DITCH WHERE DITCH i VIDE ROCK SILT CHECK DAM' \ ININ�J PROGQUALI�Y
cr\ L 7 f LOCA LINE \ \ \)11IIN11�1C3 I�R�GRAf111
EXISTING DITCH \ LEAVES PIT EXCAVATION
RIPARIAN BUFFER Ap� EAR AE SILT FENCE TO BE \ \ WHERE DITCH LEAVES j } • \ /
ASSOCIATED WITH p0 ZpN F PIT EXCAVATION lI s
/ `��a\ / / POTRACK CANAL RIALL t INSTALLED 10 OUTSIDE \
REMAIN UNDISTURBED NON -ENCROACHMENT RIPARIAN BUFFER PER PITT /
\ AREA COUNTY DETERMINATION THIS PORTION OF
PROJECT # PC19-002 & 003 f UNEXCAVATED , \ zzN // Ms / a BUFFER SHALL !\ �I j ELF
SILT FENCE TO BE ` REMAIN PERMIT BOUNDARY
\ INSTALLED ALONG TOE SILT FENCE TO BE UNDISTURBED
9,L i
\ � J OF SCREENING BERM Sf � _ INSTALLED ALONG - �/ ry . � � 100'SETBACK/
OUTSIDE RIPARIAN / EDGE OF 115' SETBACK SF RIPARIAN BUFFER UNEXCAVATED BUFFER i ! �� / % / ��p1►u�ulrr���
E R. LEWIS oo° / / (f N
2 \ BUFFER � � ASSOCIATED WITH ��� �N CARP
CONS TRucTION Co., INC. �'� / POTRACK CANAL SHALL j .� A Q ,"• """� • y
D.B. P�>�CS# 2d69-573 / 5 7-NgA ry' 50' MIN. WIDTH `' REMAIN UNDISTURBED / C�: rL/ Ave,o
50 RIPARIAN
\ z / `BONE BUFFER ry v S UNEXCAVATED �, �'' �` '9
x- MIT BOUNDARY Q f ` PROPOSED WOODSLINE / Q l
6 ; \ ! / PER OU / �¢) BUFFER ADJACENT R1P� Y-� 1 DE 9° Y� �L .A
c� L J 'W TO RIPARIAN Rt4 (0 OUTSI ���
`'x 50 �}F�ER C NOWENCROACHMENTAREA) 9. `"� >' 31 POIJ
BUFFER (TYP,} 8 Q
SILT FENCE TO BE r9 .\ '•. GjNE O `..
INSTALLED ALONG
EDGE OF 115' SETBACK `�� .,�i 9� •''G\�����`, ro
r 1/ ,Q ` �,olllil,ESF` PROPOSED WOOD5LINE za-t3" �� 6/20/1%
/ L32��BUFFS qRI N j I m
A
' NE / KIMSERL Y BARRETT 1' ; .,-= Roti, �iNr '9jf j�\ - -\ R i �/ ) a L
VERGIL CARROLL JENKAN', JR. 4. - ap q ' / � z T
TAX PARCEL A/ 20745
V) g
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m
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ry
�4'-
REVISIONS:
NOTES:
1. PROVIDETURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS.
2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
BY, ALL CONSTRUCTION VEHICLES.
3. MUST BE MAINTAINED IN A CONDITION WHICH
WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE WILL BE
NECESSARY.
4. ANY MATERIAL TRACKED ONTO THE ROADWAY
MUST BE CLEANED UP IMMEDIATELY.
S. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL
POINTS OF INGRESS AND EGRESS UNTIL 51TE IS
STABILIZED. PROVIDE FREQUENT CHECKS OF THE
DEVICE AND TIMELY MAINTENANCE,
6. NUMBER AND LOCATION OF CONSTRUCTION
ENTRANCESTO BE DETERMINED BY THE ENGINEER.
7. USE CLASS'A' STONE OR OTHER COARSE
AGGREGATE APPROVED BY THE ENGINEER.
8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO
CLASS 'A' STON E
8" MIN, DEPTH
DUSTON �9 F, JO A> 50' UNEXCAVATED
D.EL J488, PG. 559-570 \ G G3l'VP E23 �`I.� \ / BUFFER
4 ~L3o TAX PARCEL # 31754
-1 _ ' Q WATER LEVEL - ~ ' \ BENJAMIN JOHNSON \ l Y Y SF {
t2a / / FAITH LAKE, INC,
� � TAX PARCEL �' 12290 \ \�7
Y
NA THAN \ \ /U TAX PARCEL # 08411
/ / r _ ! ; l Ill Ili EDWARDS ` \ \ I
O.B. 485, PG. 599 \ \ vi"i I \
_; I \ TAX PARCEL 33497 /
l RIPARIAN
_! BUFFS
/f \
3:1 SLOPE \
1 t Ali-�`i il4 11i III III. -Ill I \
2:1 SLOPE
�a CROSS SECTION OF EXCAVATION
c \
NOT TO SCALE \ '"
3' WIDE CROWN WIDTH
R
JOANNA ? \
\ TAX PARCEL or 1r3184
PREVENTVEHICLES FROM BYPASSING 8" MIN.
CONSTRUCTION ENTRANCE LEAVING PROJECT SITE. NOTE:PLACE
-
RATION
GEDTEXT(L
I
Il 17
I
I
Owner/Applcant.
References:4'MINIMUM
\
fZ
STONE
DEPTHBENEATH
.
CAROL PEADEN BROWN
D.B. 604, PG. 200
\_
y 100, 0 50' 100,
\
3448 EUGENEJAMES ROAD
TARBORO, NC 27886
M.B. 39, PG. 63
"4
\
NCDOT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
EARTHEN BERM TYP. CROSS SECTION
[a HAUL ROAD \
(252)4814460
ESTATE BOOK 2015E,PG. 820
SCALE 1 inch = 100 ft
PARCEL NO.49756 & 49757
(CONSTRUCT IN ACCORDANCE WITH NCDOT DETAIL No.1607.01) NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
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Project Manager:
BCF
Drawn By:
EW
o
Checked By:
BCF
Project Number:
18026
z
Drawing dumber:
D-1170
}
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Date: 4-15-2019 0