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TERRY C HERRING [phone]
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EXISTING CONDITIONS NOTES
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1 \ ©EBORAH S. DAVIS � � � (9J.0) 671-9550 � �
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DEBORAH S DAVIS, ETUX OWNER:
PIN: 03550053511-6 16 60.00"
LYNWOOD ESTATES, LLC
bB 596. PG 394 RIGHT-OF- AY 15
____zCUE:_BA KODEY L. SINGLETARY
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PROP. GRAVEL
MAVIS H. SINGLETARY L/E 1901 TAR HEEL ROAD
SR. 1004 PIN, 035500334579 CONSTRUCTION
(TAR HEEL ROAD) DB PG
ENTRANCE/EXIT 7 TAR HEEL, NC 28392
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PIN: 0355004204-1 JACK LYNN SINGLETARY&
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EX[ T. SHALL BE TFMPORARI�Y Licensure #: C-0793
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SEEDED AND MULCHED.
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PIN: 035500423009 X W
PROPERTY LINE 0 0 00 SITE NOTES
DB 762 PG 928
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1. TOTAL AREA: 37.48 AC
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2. PERMIT BOUNDARY: 33.41 AC.
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OF TAR HEEL, NC 28358
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F.I.R.M. MAP # 3720034400K DATED JANUARY 5, 2007.
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XIST.. 1510 RCP 7. SURVEY DATA BY:
INV.=128.11' LJLJ ANDERSON ENGINEERING &ASSOCIATES, P.A.
305 N. CHIPPEWA STREET
8 LUMBERTON, NC 28358 CL
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LOCATE .1 FF. OFF DEBORAH S. DAVIS 8. WETLANDS DELINEATED FROM NATIONAL WETLANDS
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https://www.fws.gov/program/national-wetiands-;nventory/
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9. EXISTING INSTALLATIONS (SUCH AS WATER MAINS/LINES,
30.00' GAS MAINS/LINES, SEWER MAIN§/LINES,TELEPHONE LINES,.
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POWER LINES,AND UTILITY STRUCTURES IN THE VICINITY OF
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PIN: 035500526654
LOCATING ALL EXISTING INSTALLATIONS.
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ZONE: RA
EROSION CONTROL NOTES:
R 1. EROSION CONTROL MEASURES ARE GENERAL IN NATURE,
CONTRACTOR IS RESPONSIBLE F R ADDITIONAL MEASURES AS
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-�ALL PIPE INLETS TO.HAVE INLET.PROTECTION INSTALLED.
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AFTER ALL RAIN EVENTS, 'NEEDED REPAIRS ARE TO BE
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4. TOPSOIL TO BE STORED I I-,
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WEIR ELEV=130.50' WITHIN
CALENDAR DAYS FOLLOVVING,COMPLETfON OF ANY:
INV.=1�24.92' G;
TOP DAM ELEV=131.50' PHASE OF GRADING. ALL DISTURBED AREAS SHALL BE .:.
TOP DAM WIDTH=5'
STABILIZED WITH PERMANENT GROUND COVER WITHIN
WEIR LENGTH=20' 4
WORKING DAYS OR 90 CALENDAR DAYS (WHICHIEVER.1b:
MIN SURFACE AREA=9,082 SF SHORTER) FOLLOWING.CONSTRUCTION OR DEVEL
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The'creation of,aut ors ip.contained in t.is. rawing rric u
MIN VOLUME=20,574 CF 6 M ...
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but not limited to all design, text, specifications and.'
ORIFICE DIA=2 50" SEE SEEDING CHART FOR DETAIL
SKIMMER SIZE=3.Oil EXISTING I/ // 7 owned eXG6b( as OtherWse expressly. stated, .by
n ors; ering &Assodat6l; P.A. afidare protected
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�DURING TREE REMOVAL,'CHIP ALL SUITABLE TREES, BRUSH
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CHARLES DAVID ANDREWS
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EXCAVATION/GRADING NOTES
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1. �OBTAIN PLAN APPROVAL AND ALL OTHER APP I 1.: THE EXCAVATION OR GRADING IS CONDUCTED TO PROVIDE SOIL COPYrig f 19
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owner.may keep one uri-.altered permanent copy a e use
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PERMITS.
OR OTHER UNCONSOLIDATED.MATERIAL TO BE USED
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2. FLAG CONSTRUCTION LIMI1 S
FURTHER PROCESSING OFF-SITE CONSTRUCTION P S.
2. THE EXCAVATION OR GRADING DOES NOT INVOLVE BLASTING,-
El ROJECT
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE/EXLT&11
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THE REMOVAL OF MATERIAL FROM RIVERS OR STREAMS,THE
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1144 ......
5' UNEXCAVATED 17 DISPOSAL OF,OFF-SITE WASTE ON THE AFFECTED OR,THE.
LAND
SKIMMER SEDIMIENTBASIN # 4. INSTALL SEDIMENT FENCE AS VYING.
NbfSTU BE INDICATED ON DRA
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SURFACE DISPOSAL OF GROUNDWATER BEYOND.THE AFFECTED._UOM EIASI .00, BUFF TE PLA
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5.
JES36 F ESON &RI 3E LEV=130.00' LISHOUS ROG LAND.
6. CONSTRUCT BERMS FROM STOCKPILE OVERBURDEN.
WEIR ELEV=130.50' ICOLE ROBINSON & ETALS
3. THE EXCAVATION OR GRADING,IS.NOT IN VIOLATION OF ANY
PIN: 0355
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7. ' PREPARE BERMS FOR SEEDING, LIME AND FER T�-! LOCAL.
TOP DAM ELEV=131.50' TILIZINd.,
TOP DAM WIDTH=5' DB 760 PO 298
8. -COMPLETE SEEDING, LIME AND FERTILIZING. RESEED AS 4. MATERIAL TO BE EXCAVXtLD.WITHOUT THE AID OF,PU M PS..NO ....,
WEIR LENGTH=20' 0
ZONE: RA DE-WATERING PERMITTED AT'THIS: TIME' ISSUE DATE. 1.1.02
REQUIRED.
MIN SURFACE AREA=12,791 SF 9. ......
NO. DATE REASON,
EGM I N
EXCAVATE AND CONSTRUCT SEDIMENT BAS
MIN VOLUME=26,046 CF SIM ROBESON,JR &
ORIFICE DIA=2 10. '.IJEG IN EXCAVATING MINE PIT"PHASE i
.75" ALEASE K (LE)
SKIMMER SIZE=3.0" PIN: 035500513539
E
Ili -PR.OVI DE GROUND STABILIZATION BYITEMPORAqY SE DING.
DB 131 FG 251
ALL CLIT/FILL SLOPES WITHIN 7 DAYS OF COMPLETION OF
ZONE: RA E�I�ST' S
CONTOUR
GRADING.
EXIst.WOODSLINE
12. BEGIN EXCAVATING MINE PIT"PHASE 11".
ADJACENT.'�:IL7%.'
EXIST.TOP OF BANK.
MINE 13. PROVIDE GROUND STABILIZATION BYTEMPORA�YS
EIR EXIST. WOODS
PROPERTY
EEDIN
EXIST.STORM DRAINAGE PIPE
SIDE 5' ALL CUT/FILL SLOPES WITHIN 7 DAYS.OF COMPLETION,OF
0 PROP.SEDIMENT FENCE.`..
GRADII`
TEMP.SEDIMENT FENCE, qG PROP.MINE BOuNbA'RY% ;"`;:T
PERMIT BOUNDARY&3:1 PROPERTY LINE 14. AFTER COMPLETION OF MINING, KNOCK DOWN BERMS AND PERMIT BOUNDARY'."
14-
DRESS UP AREA AROUND PIT. SLOPE BANKS ORPITTO3:1 ROAD ------
EXIST.HAUL
MAklMUM SIDE SLOOES.
� 41 EXIST.WETLA D
12' 15. COMPLETE F G OF LANDS TO DRAIN INTO PIT.
MILDRED LESANE MINING INAL'dRAbIN
PROP,UNEXCAVATED BUFFER
PIN: 035500501772 PIT 16. PREPARE BE.RMS FOR SEEDING, LIME AND FERTILIZING.
PROP.UN DiS
DB 310 PG 299
Oil
SEEDING, LIME AND FERTILIZING ASNECESSARY
ZONE: RA 31 17..... C. OMPLETE
TO ENSURE ADEQUATE COVERAGE OF PERMANENT GROUND
TYPICAL BERM CROSS-SECTIoN A- A COVER ON ALL DISTURBED AREAS ANC
CUT/1�11_1_SLOPES
NTS -SEED AS REQUIRED.
18. RE
... . . . . . ..
'E
CRE
TOP OF B�RM 19. REMOVE.TEMPORARY SEDIMENT FENCE WHEN SITE IS AG
AFFECTED,A
. .CAT.EG.ORY.,..
LISHOUS ROBESON
Ev,
SCAL
STABILIZED AND PERMANENT GROUND COVER IS
TRAILINGS/SEDIMENT
PIN. 035500511486 APPROPRIATELY ESTABLISHED. 0
-TREES/SHRUBS
S�
DB 314 PG 375 BY: �-RT
Know what's below. >
ZONE: RA STOCK PILE
20
LU
Call Wore you dig.
�:CH ECKED B
L ROAD 86
PROCESSING AREA/HAU
SIDE SLOPE '
PROJECT N . 2
TERESSA LESANE JOHNSON OFBERM MINE EXCAVA .!2b.00'.
CN
PIN: 035500500925
EXPLA N)
OTHER
DB 270 PG 838 U)k
1902
DRAWING FILE:­:!�,��
GRAPHIC SCALE
NOTES
PB A44 PG 444
ZONE: RA
0 to 100 200
cj� - . TOTAL DisTuR8Lb"kkEA 2 FILE NO., ,,,. 1902
I TREES SHALL BE OF THE
LLJ - 7 7.
0 . .....
SPECIES MYRICA .. .BU� 'A' E .
0
�';..,.'�TOTALACRE_-.:G .,.� ,.SHEET N.
MEN?= CERIFERA(WAX.MYRTLE)
01
OR APPROVED EQUAL.
�4
263 b4
T[RON UNDITfURBED BUFF
ER
( IN FEET)
-1 05. r1l\N
4
i- S50o
53
I inch 100 ft. (Horizontal) E 11 UNEXQAVATED 1360ER b3
2. TREES SHALL'BE 5
GALLON.
�f,QWELLSVILLE HUNTING//
T
W
r y
R,
K
EIR
L& FISHING CLUB
FFER,:-.
12 TOTA� .07',
036600492663 7�
P1
TYPICAL BERM P N VIEW on Engineering A.
PB 710 PG 1044 NT8 @ 2022 Anders &Assoc .
ZONE: RA