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COX JOSEPH WEBSTER BENTON JASON ``\ /•' 1. i ; 1'
1707 BENT TREE TRL 900 PEA LANDING RD NW `\
OCEAN ISLE BEACH, NC 28469 /�� '
ASH NC 28420 \ f: ,
1 PARCEL #: 19400013 14 PARCEL #: 1 0 Q41387 .\ / - --_--�- �__� 1
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419 LIGHTW00D LN ,
900 PEA LANDING RD NW J
ASH. NC 28420 SHALLOTTE, NC 28470 . . Yi .
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PARCEL #: 1940001401 1 PARCEL : 1940000703 I
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900 .PEA .LANDING iR17 1NW �'405 .BREAKER DR i 'Y
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3 PARCEL #: 194-00014.02 1 PARCEL #: 1940000706
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MYRTLE BEACH, SC 29572 ASH, NC .28420. s 34r E oI l ✓` 1 2 -
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5 PARCEL #: 19400028 PARGEL #.. -19400007 p ;.. HN0611m7•E I .: i i, /`-_`` u._ ',-
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J WIL50N RONALD MURIEL : PHILLIPS JULIE - .. .
7570 RABBIT BAY RD. 870 PEA LANDING RD NW • W r -
ASH, NC 28420 1 A " $ 4 w.. 13G7Y . r K wr Mr..ws.wa C 0
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'7 PARCEL #: 1940001701 20 PARCEL #; 1940000709
DEED BOOK #: 04114 DEED BOOK #: 03013 R,.., // �i 7 v \ / '��_-\`;\` �_
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RUSS BILLY JOHN SIMMONS AAATTHEW , \ / - _-� �__ 1 \ (�
. 10=40 PEA LANDING RD NW 83C PEA LANDING RD NW -f'_l I' _!
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PARCEL #: 19400017 2 1 PARCEL #: 1940000704 f 1
DEED BOOK #: 00QDC DEED BOOK #: 03881 `\
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RUSS BILLY JOHN BENTON CLYDE HOWARD
1040 PEA LANDING RD NW 900 PEA LANDING RD NW / 21 `'�_ ._ '\
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PARCEL #: 19400017 23 . PARCEL #: 1940000701 i' •��_� -�
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NOTES. / T T �'\
UNDEVELOP#D UNDEVELOPED Licence #C-3641
1. THERE`SHALL BE NO OUTDOOR LIGHTING AT THIS SITE. /. j I I
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2. MINING TO COMMENCE ON AN AS .NEEDED BASIS. WHEN IN OPERATION THE HOURS / % I
JOSEPH & DORIS BENTON BENTON CLYDE HOWARD WILL BE BETWEEN 8:00 AM TO 4:30 PM MONDAY TO FRIDAY. ! 24 ! 25 :,
958 PEA LANDING RD NW. 900 PEA LANDING RD NW / 23 1808
ASH, NC 28420 ASH, NC 28420 3. MINE OPERATOR SHALL USE A WATER TRUCK TO CONTROL DUST ALONG HAUL I 1 _,�.___
PARE __�__�----
EL #: 19400005 PARCEL #: 1940Q00711
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DEED BOOK #: 04068 . DEED BOOK #: 00304 '
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EL 1940000602 SHALL BE LEGALLY SUBDIVIDED AND ASSIGNED R �__�__�__�__�_----
DEED PAGE #: 0624 DEED PAGE #: 0344 _, . SOWN / � CKD. JPN .
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RESIDENCE UNDEVELOPED 5. THE PROPOSED PARCEL FOR CASE 20�-02S IS CURRENTLY A PORTION OF TAX
PARCEL'1940000602. , ;: .
DATE 04/01/20
MILTON W & MARSHA BENTON sIMMONs JOHANNA 6. A PORTION OF TAX PARCEL 1940000602 Wff1 BECOME A 45' ACCESS EASEM
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950 PEA LANDING RD NW . 830 PEA LANDING RD NW FOR THE MINE. THE PROPOSED MINING AREA WILL BECOME A NEW PARCEL TOTALING ASH, NC 28420 ASH, NC 28420 15.13 ACRES.
1 2 PARCEL 1940000603 PARCEL 1940000712 ,
# .
DEED BOOK #: 00469 25 DEED BOOK #: 02588 v 7. THE PROPOSED USE IS AN UNMANNED CLASS 1 MINING OPERATION.
LEGEND
' DEED PAGE #: 0271 DEED PAGE #: 0717 8. THERE ARE NO SEPARATE PHASE TO THIS PROJECT. I 0
ZONING: RR ZONING: RR 9. THE MINE SHALL REQUIRE A PROJECT BOUNDARY BUFFER ONLY. IF IXfST1NG !��lNf : 10�I�.; r
s RESIDENCE UNDEVELOPED VEGETATION IS AVAILABLE, IT MAY BE POSSIBLE TO MEET ALL OR PORTIONS OF THE -
PROPERTY LINE € + _ 11 y
PLANTING REQUIREMENTS. �®
L❑D LIMITS OF DISTURBANCE m .t�,V,
MILTON W & MARSHA BENroN 10. MINE SHALL COMPLY WITH THE FOLLOWING BUFFER REGULATIONS: .®�,� •• ® ®moo
950 PEA LANDING RD NW ��i�f3�0 . ®°4
A. RR ZONING TO RR ZONING UNDEVELOPED WILL REQUIRE A 10' DEEP BUFFER -Q'U- - EXISTING CONTOUR r�� �Lb ®o
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.13 PARCEL #: 1940000601 I- WITH 0.2 VISUAL OPACITY. THIS WILL INCLUDE ALL AREAS EXCEPT THAT .
DEED BOOK #: OOOOD . ADJACENT TO TAX PARCEL 1940001'402, WHICH IS RESIDENTIALLY DEVELOPED. i
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DEf D PAGE #: QDQD R ZONING TO ,RR ZONING EXISTIN
G RESIDENTIALLY DEVELOPED , E .WILL REQUIRE A XISTING TREE LINE
zoNING: RR BUFFER WITH 0.4 VISUAL OPACITY, .WHICH WILL BE 20' IN DEPTH, UNLESS THE .'UNDEVELOPED .
DEPTH IS REDUCED BY ADDING A 6 FOOT FENCE OR WALL
n;..: 40 PROPOSED CONTOUR .
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E . 1 = 60'
ACR WETLAND TABLE EAGE
SC AL
TOTAL SITE AREA = 15.13
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EXISTING WETLANDS' 4.02
0 60 120 1$0 , . ,- DES. JPN
. .. DISTURBED WETLANDS p NOTE 1
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LEGEND '
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NO ES• UNDISTURBED WETLANDS 4 02
1. LAND MANAGEMENT GROUP HAS VERIFIED THAT NO WETLANDS EXIST WITHIN THE PROPOSED MINE NSB
. ,- ".. .. �.. .
. - ,-. SURVEYED
f ,F EXCAVATION LIMITS. THE LOCATED WETLAND `AREAS WERE FLAGGED BY 'LMG & .
PR TY LINE f— — OPER
. 2. DEPTH OF M1NE MAY VARY QEPENDING ON<SUBSURFACE SOILS CONDITIONS. CATEGORY 4 . , ACREAGE DATE 07 15 20
. .
3. TOTAL DEPTH OF EXCAVATION SHALL NOT EXCEED 35 FEET.
. PB MINE PERMIT BOUNDARY 4. DATA HAS BEEN OBTAINED BY FIELD SURVEY' OF BOUNDARY & BRUNSWICK COUNTY GIS DATA. MINE EXCAVATION ,t 7.9p .
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PROCESSING AREA HAUL ROADS 2.34
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R A D CCORDlNG TO MINING REGULATIONS '& PERMIT E / �: a` s
5. MINE & EXCAVATION/BUFFE LIMITS SH LL B£ STAKE A ! CAxp® °i®
L❑E LIMITS OF EXCAVATION % .
CONDITIONS. TAILINGS/SEDIMENT PONDS , 0.15 % 1
— — 6. DEWATERING WILL NOT OCCUR FOR THIS PROJECT. ST PILE 0.45 ®�`�� Sla..'-
—40— EXISTING CONTOUR 7. ANY COLLECTED WATER WILL BE PUMPED FROM ONE EXCAVATION PIT TO THE OTHER PIT ON SITE. OCK S ,: . '�'
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8. TEMPORARY SILT FENCE TO BE LOCATED ATl THE EDGE OF LIMITS OF EXCAVATION. SILT FENCE TO BE WASTE PILES U 0 .Q T �'
�' INSTALLED IN ANY AREA PRIOR TO EXCAVATION. BUFFER AND UPLAND AREA NOT TO. BE;MINED 4.29 z
ti: EXISTING TREE LINE C-
I 9. WATERING OF THE SERVICE ROAD MAY BE NECESSARY TO REDUCE DUST DURING DRY PERIODS.
i .
. . . 10. THE PIT AREAS WILL BE RECLAIMED AS STOCKED PONDS. BANKS ABOVE NORMAL WATER WILL BE REGRADED & -1 •••;e tG N . .. ,`
TOTAL AREA TO BE PERMITTED 10 $4
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,'.�. -: ".,r rdf s•..s,�;:,.s�... '�+_,,:;',!';Y �;;, STABILIZED IN ACCORDANCE w/ NCDENR RECLAMATION REQUIREMENTS. `°.�A&I •••• �p`o°•
. �':,,,.;,,,, o,J, �):, ,,..,;,,.•L,;,,:.c x r ::�:,: 11. BUFFER PLANTINGS MAY BE REQUIRED TO SUPPLEMENT EXISTING VEGETATION IN PROTECTED BUFFER AREAS. ®,�� , �-1P `
-�.:,:a� ,r;':� ,s,;.,"; ,,:L�!,�•.. ,.1.�:•,•y;S.:.;.r. ,. HAUL ROAD ®@i0&1i�9
"x;.;; ; ::•„ ��r•,v.s,,, l;+:. ,�,.s;�. ", �-i... :: CONSULT BRUNSWICK COUNTY LANDSCAPING;;,:REQUIREMENTS FOR REQUIRED PLANTINGS.
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m
IEROSION CONTROL NOTES AND MAINTENANCE PLAN
9 TEMPORARYIPERMANENT I1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR
GRASS SPECIFICATION }STABILITY AND OPERATION FOLLOWING EVERY RUNOFF—PRODUCING RAINFALL,
BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF
QQO REVERY HALF—INCH RAINFALL.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER �EE PERIODICALLY TOP—DRESSED WITH AN ADDITIONAL 2 INCHES OF 4 STONE Z
ADVERSE SOIL CONDITIONS. � p
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. (TO MAINTAIN PROPER DEPTH_ THEY WILL BE MAINTAINED IN A CONDITION TO _j
A), 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES PREVENT MUD OR,SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE H
M/N N SMOOTH AND UNIFORM. (OBJECTIONABLE MATERIAL SPILLED WASHED OR TRACKED ONTO THE x 0
4, APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL. ;CONSTRUCTION ENTRANCE OR ROADWAYS. U Z U3
LIME: 45 LBS. PER 1000 S.F. 13. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE N Z Z) z
PHOSPHOROUS: 20 LBS PER 1000 S.F. I.SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES p O ~
FERTILIZER: 17 LBS. PER 1000 S.F. WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN (n J8
�QJit 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED IS €21 CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A 0
9w PREPARED 4-6 INCHES DEEP. ;SWALE. 0.
If 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY. 4 SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN
2 — 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW) }IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS p
y 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. STAKE Z 0
6" MIN. 20 ".., GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F. 'SPACING WILL BE 6 FEEL' MAX. WITH THE USE OF EXTRA STRENGTH FABRIC,
WOOD CHIPS AT 500 LBS. PER 1000 S.F. ':WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN Ld N
3" z,. JUTE & MESH AS PER MANUFACTURER STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS Q 0
COARSE AGGREGATE rFf 8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND ;ARE DESIGNED AT LOW POINTS IN THE SEDIMENT FENCE, THE ROCK WILL BE a C,4
h`_' APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION, REPAIRED OR REPLACED 1F IT BECOMES HALF—FULL OF SEDIMENT, NO LONGER QU z_
COMPACTED SOIL AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW. 'DRAINS AS DESIGNED OR IS DAMAGED. 0
ROADWAY 9, INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND -1
x WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE MULCHED, ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN, TO
t Rod
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL BE
> Z AND SEEDING RATES. `STABILIZED
— — — — — _— 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND WITHIN 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE STABLE€ZED U}
JWITHIN 15 WORKING DAYS. : WATER QUALITY REQUIRES ALL SEEDED AREAS M
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. Z
WILL BE FERTILZED, RESEEDED AS NECESSARY AND MULCHED ACCORDING TO
3?, 11, SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE: (SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
srx 20% CARPET GRASS VEGETATIVE COVER. ALL PERIMETER DIKES SWALES HORIZONTAL TO 'DITCHES,GRAVEL CONSTRUCTION ENTRANCE 24% BERMUDA GRASS
1 20% TURF FESCUE 10% CREEPING RED FESCUE ,,PERIMETER SLOPES, ALL SLOPES STEEPER THAN 3 VERTICAL (3:1) AND ALL
24% ANNUAL RYE GRAIN PIGH QUALITY WATER (HOW) ZONES SHALL BE ' 1 PROVIDED TEMPORARY OR
CONSTRUCTION SPECIFIC/1TION: +PERMANENT STABIUZATIQN WITH GROUND COVER AS SOON AS PRACTICABLE BUT �` Z
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE *BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER IN ANY EVENT WITHIN SEVEN
MATERIAL AND PROPERLY GRADE IT. PLANTING. PURITY OF SEED SHALT. BE A MIN. OF 98% AND � (7) CALENDAR DAYS FROM THE LAST
GERMINATION SHALL BE A MIN. OF 85%. BLAND-DISTURBING ACTIVITY, ALL OTHER DISTURBED AREAS SHALL BE PROVIDED
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH ; TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
IT
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET. ALL DISTURBED AREA SHALL BE SEEDED WITHIN 7 TO 14 DAYS OF THE COMPLETION PRACTICABLE BUT IN ANY EVENT WITHIN FOURTEEN (14) CALENDAR DAYS FROM Z
?',� OF GRADING. CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE THE LAST LAND—DISTURBING ACTIVITY. ( j
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONSi ,. FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF Z°
SUBJECT TO SEEPAGE OR HIGH WATER TABLE. DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL
`h UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE. Z T
MAINTENANCE: NPDES STABILIZATION TIMEFRAMES ' N CC
MAINTAIN THE GRAVEL PAD IS A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE ';� in ca 09 I
CONSTRUCTION SITE, THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2 INCH STON0 AFTER EACH ' SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
RAINFALL, INSPECT ANY STRUCTURE USED TO. TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. jV
b .
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC " PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE �..
ROADWAYS, t c HIGH QUALITY WATER {HQW} ZONES 7 DAYS NONE ?''
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT . U
STEEPER THAN 2:1 14 DAYS ARE ALLOWED
TEMPORARY GRAVELLED CONSTRUCTION ENTRANCE ` ` ' HAUL ROAD SECTION s�Or-�3; 311 oh2IM 14 DA7s D47S Ft7ri' sl'o,�>-s �RI_ArER 17�AryI0Y' INS � U�rl � v� �>
NTS �^ NTS ALL OTHER AREAS WITH SLOPES FLA17ER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HQW ZONES '� Z
0 °-n
TEMPORARY SEEDING RECOMMENDATIONS FOR FALL 1?ryI �a�1 6' W E.S. FABRIC
8' W/ WIRE MESH {r': SEEDING MIXTURE
I SPECIES RATE (ib/acre)
RYE M
�---STEEL POST � t
YORE MESH FOR STANDARD FABRIC (GRAIN) 120
MIN. 1,;. GA. la >N � STANDARD OR SEEDING DATES EXTRA STRENGTH
' �
Z
i=a
" AUG.
166 MESH FOR hLE = �R
STANDARto to
COASTAL PLAIN PIEDMONT - AUG. 15 w DEC. 15
IRECTION OF WATER FLOW
SOIL AMENDMENTS
D
'. FOLLOW SOIL TEST OR APPLY 2,000 Ib/acre GROUND AGRICULTURAL _
G 1��_:ANCHOR FABRIC SKIRL' s NE AND 00 I acre FERTILIZER.LIMESTONE 1 0 b/ 10 10 10° 6
f �.;,.a : APPLY 4,000 lb/acre STRAW. AN STRAW 8Y TACKING`'WITH ASPHALT
MIN. 8" DEEP & 4" WIDE. �• �
MULCH
NETTING, OR---A.:..MULCH ANCHORING TOOL. A DISK,:IWITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH.ANCHORING TOOL. --
fl`r MAINTENANCE
NOTES: -..-, .';.� . .-�'-�,�m: ;:._ _ _ - I .. i
- •' EF REPAIR AND R ERTiLIZIr DAMAGE AREAS IMMEDIATELY TOP DRESS WIT-I .
1. SYN. FENCE FAI3RIC+ SHALL :BE-:MIN; of 30;. .IN' WIDTN 50.. Ib/acre,,..OF. NITROGENk,.IN MARCH, IF IT IS NECESSARY T0. EXTENT
�. �. ,
WITH 30 LB/IN TENSILE STRENGTH"FOR STANDARD lwsmC• - -.r I � lb/acre
TEMPORARY _,COVER BEYOND DUNE 15, bVERSEED WITH 50 re KOBE
...AND 50 LB/IN FOR EXTRA STRENGTH. _ - - -- � ,Y - ,: PIEDMONT AND COASTAL PLAIN OR:,,. (MOUNTAINS LESPCDCZA IN ,. ,�ew��:-_":,:..��..,a-•••-.�:: ,�•� --"�"';" ••�> s ,;,:^.•...,a:�' .� ,;;,,y°
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS ARE £ '�": - � �� � LATE FEBRUARY OR EARLY MARCH. --
G
NECESSARY, LAP FABRIC POST TO POST. G
3_ STEEL POST SHALL BE MIN 4 IN HEIGHT AND BE OF THEk: N
TEMPORARY IONS FOR LATE
SELF—FASTENER STEEL ANGLE TYPE. . ` RY SE N
T A SEEDING RECOMMENDATIONS
WSPRING: . z o^
TEMPORARY SILT FENCE. _ Ix
REJ: f=4
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NTS SPECIES RATE ( l9
cr ,
SEEDING
TEMPORARY SILT FENCE MAINTENANCE I r YE (GRAIN) -' x
_ _ R (G N) 120
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEi K iANf? EACH RAIN[ ALL. ANNUAL L.ESPEDEZA 50 W
MAKE ANY REQUIRED REPAIRS IMMEDIATELY. I ' {
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE ' (KOBE IN PIEDMONT AND
OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. � _..: '� COASTAL PLAIN; KOREAN
IN MOUNTAIN �
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE" ADEQUATE , S)
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON �F
THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVED IS Z r"
CLEANOUT. '`° NOT TO EXTEND BEYOND JUNE. W
REMOVE ALL FENCING MATERIALS AND UNSTABLE IT AFTER THE I' ..: ;:,...,
SEEDING DATES
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
_
MOUNTAINS — ABOVE 2,500 FEET: FEB. 15 — MAY 15 ��
r fi . 66
BELOW 2000 FEET: FEB. 1 — MAY 1 ;
PIEDMONT — JAN. 1 MAY 1IP +'
PLAIN DEC 1 APRIL 15
�> COASTAL �c
n
C ,
2 I TEMPORARY SILT FENCE NTS
ifl ,�:ro DItAETS , �
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre
J, '. 7i
M
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r GROUND AGRICULTURAL LIMESTONE AND 750 Ib acre 10-10 10 Q O o
/
FERTILIZER. C7
jam
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Z W
MULCH � z
- APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH= ASPHALT
O
o
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NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES! SET � � P.
NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
;
MAINTENANCE
„err REFERTiLIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE
AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
r
EXISTING -GROUND SURFACEqgr
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,Tfr Licence#G-3641
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NOTE: NO DEWATERING IS ALLOWED. ` LZAr1= 04/0 1/20
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