20240812_Mine_Maps

, . r ,
, r
"
�Y
` 6
F
f
w
w
,
n
4 yy
s
1 �Q
8
. w
� T
immigiiiTRUS
h
v .
.f .
I „
f
q( k
a w.
d
Y
,M s
.., — --
EXISTING AA KENNEL I .. '
WT
CONNER ,
y
n:
CONSTRUCTION
ENTRANCE
PROPERTY
, ,
, .: ELIZABETH
� t
Row
P
TIJ
Jr�+Rl
-
x +
OND �NQS
L._XI`� _ .
ll
,
T" D 1 s
CHARGE
POND
POINT
A' CURRENT '' � C;UEtF;EN'E"
(PREVOIUS MINING n
AM
y INING �
MININ AR G EA ARE AREA
Lu
uj
r x
, n
c�
P
m
,f
{
„f
,{ , Its
-
,.. r' ,
I OVERFLOW
INTO WETLANDS
�, W1=TLAND _
Mira
WETLAND&
,
>s �
PERMIT MIr BOUNDARY
- � ,.. „n*+xsn,t":,. ,x,:x. s.w..:... v sx ,...... r.x«,..xx,...,.., +,.r:,..wan wa'v....�m,.. ,row✓.,co-agw,wen'n�,+.. ,_ .-.,,s.ry ..,: ,..vu-^ri,v.r,:r,.-..
-... ...-.. :_ n
_ sy wY4ryuerwrw e..m-»T'n,';v:a.i, wa„ikA mw++uwrYvvlroW.,wxua„scaly«r+mlt°gx,4i'n+d+u=Yxt+�^^�4,-nm Ar .+w-- ',•.:
2
,
,
A� i
W
MININ^
f !,
u � }
A
T BOUNDARY
FERMI
`
t
BAUGOM i '
f
y
•
•
n � 4
n
§ o-
a
hf
av,»r
.vim. t 4
, r
"
,40
OVERALL SITE PLAN N
!
,
ry 4
THOMAS BORROW PIT
RALPH THOMAS JR
N _
ERE
I 16 8
E " 0
CART T COUNTY
' 1'=2 Q' APRIL 2, 2024
' MODIFIED JULY 31 2024
+ APPLICATION FOR MODIFICATION
,
{ 0 200 400
�u. r
PAGE 1 OF 4
• A , ;. � w. ." ��-,;�ii�, � � ".� ' -�� PREPARED BY CAROLING GEOLOGICAL SERVICES,
ES, INC
y

L
LAMA 75'AEC
LAMA 30'BUFFER �'' -•�- �'
UNEXCAVATED BUFFER /
PROPERTY LINE/PERMIT BOUNDARY PROPERTY BOUNDARY f Li
,��..,�.�r,.�,,,���_.+►.,��rva-,��►•� ,errs`_s-+�w-a-ate►-t'���-'-a-ter•.- _____.. ...._- ..___... ■ww�.r�w ---- -•-.•,• ,.. .,. .,.,.... .,_.,.. ,__.,. _._.,.. .,_.,.. ,,._.._
w �.r i wrrr' • 'fir► • r ..,,,,, r -..�... I
__ _ a�i�► ,r +ems s �• � �• wr •. •
y
•• , .. , ,,.---••.. —•—c ,4...w--- .,,.,,i.. • w
:• — "-M— •
EXISTING FARM IPATH/UNEXGAVATED 50 BUFFER
,
WOOD _w
NO
w
•
r A :h. arm •
,
ter•.
_ N ,-- r
yAUL
wwrwr
•.,, ..
PERIMETER ,
SILT FENCE
e •
' XI STING . ... , .
rwrwir.
,., � __-_..__ - ,. : ♦. ,..- - :sae, f, a. 't, .. „ , :,. {
DISCHA E t MINING LIMIT
POINT RG � b'r� S'-,_� I .__,. �` ►�• � � ~ ..
} 3 I � 1I��,ti`� ,r,.. ....... .....,.. , .,_. ._.._ ._..•., ......_. ..,._.., ....... , . ... � \ EXISTING � � �_
�f} ,.' -^- -•- � \\ CONSTRUCTION � � 1 � j
ENTRANCE r
y
} I PIT FLOOR /•� Z\\\
...,.EXL51INafDLE
OF GRAVEL
1 _— - r
¢ ! EXISTING PERMANENT
_ WOVEN WIRE FENCE(TYP)
CURRENT o 1 CURRENT :.{ --- --- --- -- - �. __ �. . . , . _._ . _ . _ .. .__ .-. -.. �.. . �. J i j
—PERMIT BOUNDARY
MINING z I o� MINING
AREA � - . _
w cool a AREA °., ,�.. .�. ,� .. _ _.r. .__. . _ -' --2
cr
a
4 i EXISTING SILT FENCE
i � I
PIT FLOOR
\
- COASTAL WETLAND MINING LIMIT
' ENDS AT HAUL ROAD
,w�r�.. ._..r......,,�,�,,,
PERMIT BOUNDARY MINING EXCAVATION 'r .� _. __ .• __ y , ' 2
LIMITS tt
rw^w^..�'1.^4.�r„,r'1�-•r,•••1,/y"..1+,.,,�,,,,,,r.,.,fir,,,y�rY,.,� .,� ! � � � ,r
w UNEXCAVATED BUFFER — r
..•+ 1 WOODED AREA
A,. ti.:„ . - , +. m e. t. Leo yYm„n. - - I ,,, '"'•',�F r r.
t
1
EXISTING SILT FENCE
.._.
PERMITTED AREA LIES
WITHIN 100 YEAR FLOOD ZONE —
_ 'PO p ,f + LAMA 30'BUFFER 1 '
1
\ ~-•, .,..._..ti. LAMA 75'AEC
i
r I
ti
1 I �' •
-- _ BARN
PERIMETER SILT FENCE �,,;•__ ->�._-- _•., f.-,,,.ti ,„ , -.._.� ._..,, .. -- --. ,_ ...... .., r 0 4
PERMIT BOUNDARY
r
+ 1
� MINING LIMIT -2 w � • � f
PERIMETER SILT FENCE ` 1
f PERMIT MODIFICATION 2024: THE PERMIT IS BEING MODIFIED TO ADD 12 ACRES OF MINING AREA. THE r"
PIT FLOOR 1
• ,_ NEW MINING AREA IS ON THE SAME PROPERTY THE EXISTING MINE,AND WILL MINED IN THE SAME
MANNER AS THE EXISTING PERMIT, THE MINE DEWATERING FROM THE NEW MINING AREA WILL BE
PUMPED INTO THE CURRENT MINING AREA,WHICH WILL SERVE AS A PRIMARY SETTLING POND. THE
OVERFLOW FROM THIS POND WILL DISCHARGE INTO THE EXISTING DITCH,FLOW TO THE EXISTING
• „ POND(ALSO PREVIOUS MINE),AND OCCASIONALLY OVERFLOW INTO WETLANDS,cr
Ir 1 I
cr
,
a NEW
MINING
F AREA MINING AREA DETAIL
W
8 . �� THOMAS
• .` S BURROW PIT f
1 RALPH THOMAS JR
w � .
NC MINING PERMIT 16-83
. W
CARTERET COUNTY
N w 1'=80' ------ APRIL 2, 2024 PERMITTED AREA LIES
cr - APPLICATION FOR MODIFICATION WITHIN 10o YEAR FLOOD ZONE
w PIT FLOOR
! g
•
PAGE 2OF4
a ORIGINAL MINE PLAN PREPARED BY
MINING LIMIT , RALPH THOMAS JR 1 WITHERS AND RAVENEL
PERIMETER SILT FENCE'j
MODIFIED MINE PLAN
PREPARED BY CAROLINA GEOLOGICAL SERVICES, INC
PERT MIT BOUNDARY

l
CAMA 75'AEC
CAMA 30'BUFr`ER
UNEXCAVATED BUFFER
PROPERTY LINEIPERMIT BOUNDARY I PROPERTY BOUNDARY
.; /W
' .. .... .. ...,.., ._., _. _....... • � # M � � it's. � ♦ .► '�.. `.. ', . . . �.m.pr, aN .M � .,-. . •NIAIIr�M�,•.• , ��
':.
.. .-..,a,, :, .. .•.. .: ,--.5•.t,.r-.» .•.*•...<.;,_...:.�., -•-�'a' a•xr•T- ',�.,� ;„.,.y...��� ! � # !' 4�4�MM�Y�rR+ea.R.
{11NEXCAVATED�1'BUFFER , .. ,. •, ,. .•;-��..------'�'�' ...�-.., :�wrr �r� r +� _
EXISTING FARM PATH ,.., .
.. 1. n . • .. r , • r. ,� , r ..,•.. `..- ... , '. :4 . T.., .,'. x• :'d "5' � 4.. 1
+wnq.
1�
,. ...r ',. r ..,. .., x, r. .'. . ..,• .,;... » e, ... a. '. •.. •,.. i. .:� .4 3 `ter,. 'r„r„�U,,,wU; :�-
M _ NXISTLN — -�, 5 G HAUL ROA- h r •.• j.
ri
DISCHARGE h ~ I
POINT _
EXISTING --
I CONSTRUCTION
ENTRANCE
..,.ro.. _..... -...�• -.-- ---- --'— --- •-•-...' .,_. ,,..lrX1�.I'll�ifiiERSE �,..,�.. ...•..• ..�. _.�,,. .._._. ,.�. ...,_. ..�. r�� 1
`' • ,. • .,, .�.. .. ., .« /� OF GRAVEL
PON
EXISTING PERMANENT
^� . r
I-O WOVEN WIRE FENCE ) '~-- --�- •.�.�... _._.. .,•.� .....,.. ,..>,,._ ..,,_.
—PERMIT BOUNDARY
!=
'POr`I
I _
_ _ .•) COASTAL WETLAND
EN05 AT HAUL ROAD.
PERMIT BOUNDARY
' r
, • UNEXCAVATED BUFFER r
WOODED AREAS
d
IA
PERMITTED AREA LIES !�� ` '�;1, � ._-�-
'�,
WITHIN 100 YEAR FLOOD ZONE 1
CAMA 30'BUFFER 1 11 tt
CAMA 75'AEC '
f
i t 1 I
t
I 4 a
BARN d e
t�
PERMIT BOUNDARY �_� --.� ..,..----.._ •� yr„.- 4 �T
t� �� r r•••�r• �r� r •trr`r r +r•s•••• •ter• L , -. ._•.. e7__` ( '
•""�!.. •�� r ��� r ...�.r-r.�r r rrrr�• • ' � t `L
��• • rlr•L1 r.:5w�.r...r�_aR__�II�IIIr• �w• M`1r r• r 1`r • ?
`,+.....,_._....._ �.�..� r r..r.r.r .,....r. r rrrrlr r•• 1, J �. ..•..„ ` /�,.:
MINING LIMIT 1 /
` — —2
PERMIT MODIFICATION 2024: THE PERMIT IS BEING MODIFIED TO ADD 12 ACRES OF MINING AREA. THE
NEW MINING AREA IS ON THE SAME PROPERTY THE EXISTING MINE,AND WILL MINED IN THE SAME
MANNER AS THE EXISTING PERMIT. THE MINE DEWATERING FROM THE NEW MINING AREA WILL BE r
PUMPED INTO THE CURRENT MINING AREA,WHICH WILL SERVE AS A PRIMARY SETTLING POND. THE \t I
OVERFLOW FROM THIS POND WILL DISCHARGE INTO THE EXISTING DITCH,FLOW TO THE EXISTING 1
• , POND(ALSO PREVIOUS MINE),AND OCCASIONALLY OVERFLOW INTO WETLANDS.
— -- 1
rf o N
cr
CD
RECLAMATION PLAN
Lu
CL THOMAS BORROW PIT f ti
-PON� O j RALPH THOMAS JR
�- • NC MINING PERMIT 16-83
c
CARTERET COUNTY - -
_.
MI)oIFIro `1-3t -2�1 1'=200' _
APRIL 2, 20�4
PERMITTED AREA LIES'
WITHIN 100 YEAR FLOOD ZONE
' APPLICATION FOR MODIFICATION
PAGE 3 OF 4
AUG 12 ZOZ4
� PREPARED BY CAROLiNA GEOLOGICAL SERVICES, INC
r�
• �••�,,-Yr.�,•.�''."y"`w""Y"�,"�e-`Y..Y.,,�„'1'�•--v'^�'+ i"'t✓'`v"r''v"*�v"'r��..-�,.,ti,...Y.,,/^y�,,,Y.�v'1 r+'^v"�r'^� r'Y`C1/y"`y'"y""'Y'�
�� r •�� • alb• r ram•••r•w.r •.its•�• r •ems r •�IQ � e.ww. •a� •a�w.� • �� r �� • .r.r� • �•r•• r •ter • r�•r i r�r•r • rw.r.••,•tr•r•.
PERIMIT BOUNDARY

a
a� 0 v
m
4" S" wy
„ JUDI R „ G +.�
Cn 0 8' MAX. WITH WIRE aQ ' WNTAL TV
;, SPACII ;B „ rr IZONTAI
r-�'n cn (6 MAX. WITHOUT WIRE) �� � „ � � y
r-+ 7G r Qr1 C�19Ho
Q C� d
_4 ->1 U.
�--t' CL PA 2 jtY "1 ►' !$WIRE TWISTED : 1.,,, j TL-L .� "" Ir
Ocu• � r�rl .ram :. .+'t 1 Q ME
�Z co
"-0r--n MIDDLE AND VERTICAL WIRES tt ��� � " W � � LU U_ �d��--1 �+IOTES
r- F- H p ev vS � m O fJ m
+7 �• SHALL BE 12 GAUGE MIN, r w Z .n �, F- ca 0 -n n
?°; co LL ' ' Fes- +-+ to c7 1 , PROVIDE TURNING RADIUiS SUFFICIENT TO ACCOMMODATE LARGE "'� "`
O r-L M Z"o r-"n TRUCKS its t'M
-4,,.,, "� �xs � I # , .a „ � Ca c� �: 2. LOCATE ENTRANCES T t-x zi,a
tno r rH �..� a a III
a N U `T " B'a I I C y yrn t 0 PROVIDE FOR UTILIZATION cnr o
z TOP AND BOTTOM STRAND (I I II ,, y; �" BY ALL CONSTRUCTION VEHICLES, ° o'-'�'
rr r co
W Q . ..1:&T.1- E T L I 1 M 3. MUST BE M
SHALL BE 10 GAUGE o -4 MAINTAINED IN A H MIN. 24 MAX. � ietove THE r`€Net= .,,-: a� �,�-+ CONDITION WHICH. WILL PREVENT �
WOVEN a, v W z TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. H
N>uo all MIA LW�AIIoN ,� PERIODIC TOPDRESSINQ WITH STONE WILL BE NECESSARY. r ul�
(18" MIN.} a' ,a o
/ 4. ANY MATERIAL TRACKED (ONTO THE ROADWAY MUST BE
II CLEANED UP IMMEDIATELY.
t F. P s„ „ r 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
B,�I e�. I / INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE
ERECT LINE BRACE$ BETYMEEN END, CORNER OR t!$E WHEN aatNER ANGLE I$ 15° OR GREATER � ♦� QO 6. NUMBER AND LOCATION OF-1 z WIRE tc rrt BATE POSTS AT`INTERVALS NOT EXCEEDING 4 CONSTRUCTION ENTRANCES TO
r o W ,Za 324 FEET, a" 4C a ,� ��' BE DETERMINED BY THE ENGINEER.'
0 '� Z 1 7. USE CLASS A STONE OR OTHER COARSE AGGREGATE a
0 Z THIS MAXIMUM INTERVAL MAY BE REDUCED By LL IT! 0 ✓ �`1 ,� BY THE ENGINEER. GATE APPROVED = Q' THE ENGINEER aN WAVES WHERE THE DEGREE 1'- t- Q O
�' FIL?RATION GE©TE?(TILE � W � I � r ,�. 8. INSTALL CONSTRUCTION a
eJ NOTES W ENTRANCES IN A WAY TO PREVENT VEHICLES Lt-
!� � � CURVATURE IS GREATER THAN$DEGREES, is ,, , , �' ES �.. „.
n a 4 t1 0 Cn / FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING
EA ING PROJECT SITE. Z
i#W#UNf1 LINE PLACE LINE BRACE$AT THE END aF EACH ROLL h^+ w
H if Z -4 I 6, _......g, f ? aR PIECE OF WOVEN WIRE. [p Z
USE WIRE A MINIMUM OF 32" y� ,. ------ � -"� COcn
CA IN WIDTH AND WITH A MINIMUM FILTRATION GEOTEXTILE __ � © � � v 1-� r" E $ 1 I � � U. a� CO) > I Z
v OF t3 LINE WIRES WITH 12 STAY A&IF G 5 N
t-- Q SPACING. COMPACTED FILL CJ M v (MAXIMUM SPA061FN $2+4') 1..41 U U Ll tFw t� N
PLAICE THE BRAGE'WtRE AAADUNa THE POST. N)RlgW WIRE TAUT BY TWISTING BETMEEN t� cr
--1 A USE FILTRATION GEOTEXTILE RDST FOR B Dric tea DRryEN41Y8 1 a
� EAtCH PDSS. THIS APPLIES:TO ALL BRACE WIRER. NDTCH PO8SB FpR BRACE$. - .� �.�, � � Q
0 M A MINIMUM OF 36" IN WIDTH AND � � (era � PLACE'fW0 GALVANIZED 12q OR THREE dALVANIZED 10d ON ALL BRACER AT EACH ENE.
N� cc
z
"" INSTALL IM ADDITION Ta FENCE WHERE Z D y
FASTEN ADEQUATELY TO THE WIRE — ____ -- w SWO IN PLANS OR WHERE DIRECTED BY THE ENGINEER
h .'l AS DIRECTED. —j rr -- �-- a m7 CURVED TO FIT „ rr ' CLASS 'A` STONE '.' Z
!M ---� I ' 1 I i 8 i _J Cum E 4 D 6 jf NQNINAL DIAMETER m Z {� CM
ill 111 ll_III
O PROVIDE 5'-0" STEEL POST OF cD -rl
r 2 P „ - _` „ a � „Z,� � 8 IN. MIN. DEPTH
THE SELF-FASTENER ANGLE STEEL w CURVED SO FIr "��S C"i J J
oil
mo
DIAMETER OF W
TYPE. ' STEEL POST - 2`-On DEPTH BOLT HINGE'of i ZFOR MECHANICAL SLICING METHOD. � � ; �to"�"':Ream, USE LATCH DEVICE APPROVEn NOTE: PLACE FILTRATION GEOTEXTILE BENEATH STONEINSTALLATION, GEOTEXTILE SHALL BY THE ENGINEER, *BE A MAXIMUM OF 18" ABOVE GROUNmHIN(#E A$8tcMBLY, AS DETAILED, (4jI$ suouSTED. SUBSTITUTIONE9W
SURFACE. EXTENSIONOF GEOTEXTILE AND MAY BE MAt StJECT TDEET 1 of 1 WIRE INTO TRENCH # E pP { ED uusseRorAt; DIAMETTER GAALLVANIZED II �I N INAL DIAYL*NER 1fi05.01ASESH PIPE RE. FRAME EXCEPT e+ 12, I� �wI1#E TWISTED EMT 1 4F SHEET 7 OF 9
02 A$ HERE. L ICI I `----~ ---- I I k IBf 3 t2 1 EET I .Q 1 !SHEET 1 of T
1 An-
- _
W �-r
U
EX SILT FENCE __..•.______._.._.... ._ _- ,_.._ __,
5 __._, _T{}_ 10
REMAIN _ EX SILT FENCE
_.__.._--- .. __-.._
j ---_._._-. __.___._.�._.._...._... _. _____�_-.._._,-�_..., TO REMAIN
p
- - - - - -�-- - - --- - - - - --- - _ _ _ - - - - - - - - - - - -- ---- _ - - - - - - _
_ -
t
UNEXGAVATED
5 HAUL ROAD 10'
UNEXCAVATED_.. , -
- 3, 1 T WATER DEPTH 20'EXCAVATION .,.__..._._._.._____...N��EP .
.`^.r .� BORROW PIT AREA
a' _10_._._--_----.__._..__.____��._ __..___ _________. .�._._ ..�._._._. _ _ DEPTH
-15
is
-20 _ _---- - _- 0
5
CROSS SECTION A-A
HORIZONTAL SCALE:1"m3p'
VICINITY MAp
+' 11-2,00011
B-4722B �+ `W� Carteret County B-47228 -
,
EC- Y
Caeterart Count
R ..
Project Special Provisions
j Erosion Control Nate 50#of Bahia ass may be substituted for either Centipede or Betmudagrass only, �
's !p Y P y �
Engineer request.
.�..d_.._.-_...._._._.__.
$ ABILI TIO REC►UIREMENTS Approved Tall Fescue Cultivate
Stabilization for this project shall comply with the time frame p y ci
CATEGORY
P J p y guidelines i as specified b the 2°d Millennium Duster Magellan Rendition r CURRENT AFFECTED
PROPUSED CHANGE 7
__,.._ __4._m . _
TOTAL AFFECTED
NCO- 10 '
C
0 000 general con
struction nstnrction permit effective August 3,2011 issued by the North Carolina Avenger Endeavor Masterpiece Sco ion '.� .-.--�--' _"` "_ �"" TE
ACREAGE AFFECTED D
Department of Environment and Natural Resources Division of Water Quality, Temporary or Barlexas Escalade Matador Shelby
l
GE
ACREAGE
Ponds ACREAGE
permanent ground cover stabilization shall occur within 7 calendar days.from the last land- Barlexas lT Falcon II,III,IV&V Matador Si is TM. �, .. 0.00
O.l)0
�.��
disturbing activity,with the fallowing exceptions in which temporary or permanent ground Dover Ban-era Fidelity, .Millennium Silverstar Stockpiles
( 0.00 0.00
shall be provided in 14 calendar days from the last land-disturbing activity: Barrington FinesseII Montauk Southern.Choice 11 _ O.t)01
Waste piles n,
Bilimore Firebird Mustang 3 Stetson 0.00
0.00
* Slopes between 2:1 and 3:1,with a slope length 0.0� ry pe g gth of l0#t.or less Bongo Faces Olympic Gold Tarheel Processing Areas/Haut Roads
�, f
1A7
• Slopes'3:1 or flatter,with a slope of length of 50 ft.or less Bravo Grande lI Padre Titan Ltd " ( ,. ,.,,,,,, ,,��„�„�„ 0.25
• Slopes 4:1 or flatter Cayenne Greenkeeper Paraiso Titanium ;r Mine Excavations
1.32
Chapel Hill Greystone Picasso Tomahawk
The stabilization timeframe for High Quality Water(HOW)Zones shall be 7 calendar days.with Chesapeake Inferno Piedmont Tacer �„ I 11.$2 12.75
t-►t _ 24.57 no exceptions for slope, _ Other(Please explain
T 1.
p Pe grades or lengths,High Quality Water Zones(HOW)Zones are defined Constitution Justice Pure Gold Ttaoper t '. ' ' ,.� ,;, . $2 ,
by North Carolina Administrative Code 15A NCAC 04A.0'105 25. Temporary and permanentChipperii . t '( ) P ►WC7' p Jaguar Prospect Turbo ,�^ > _..,,r._ _l
Tara!Affected Acreage
1.82
i 14.-
ground cover stabilization shall be achieved in accordance with the provisions;in this contract'•'. Coronado Kalahari Quest. Ultimate (� � ; �.,.,��. ,��..��-: .,�. ;�.�; ;,��.,�., ,,
n ,
13.00 27.71
71
and as directed. Coyote Kentucky 31 Rebel Exeda Watchdog s i1 t v �, X Total Permitted Acreage
SEEDING AND MULCHING: 17avinci Kitty Hawk Rebel Sentry Watfpack � �y y n j'� r � � 14.7� 28 00
�h
(East) Dynasty Kitty Hawk 2000 Regiment II
Dominion Lexington Rembrandt �ft 4 �-
0
The kinds of seed and fertilizer,,,and the rates ofapplicatan of seed, fertilizer,and limestone, T
shall'be as stated below. During periods of overlapping dates,the kind of seed to be used shall On cut and fill slopes 2:1 or steeper Centipede shall be applied at the rate of " t
be determined. All rates are in pounds per acre; and add 20#of Sericea Lespedeza from January 1 -December 31.
Pe PP 5 pounds per acre , ° o
40
• A 0 4h 1 .1Jsrt
All RoadwayAreas G
Fertilizer shall be 10-20-20 analysis. A different analysis of fertilizer may be used provided the
1-2-2 ratio is maintained and the rate of application adjusted to provide the same amount ofp[ant +.'; E. W t� , ;.: �, � ''
March i-August 31 September I-Februa 2$ food as a 10-20-20 anal ss and as directed. 11 ` P.T.Urrk+ *`
y
ttlehei�
50# Tall Fescue 50# 'Tall Fescue s
10# Centipede 10# Centipede Native Grass Seedingand Mulching
- -
$ (East) (1 ptE}Ih A s c
w
25# Bermudagrass(hulled) 35# Bermudagrass(unhuilled) L
500# Fertilizer 500# Fertilizer Native Grass Seeding and Mulching shall be performed on the disturbed areas of wetlands and ° r
4000# Limestone 4000# Limestone: riparian areas,and adjacent to Stream Relocation construction within a 50 foot zone on bath � F
sides of the stream or depression,measured from top of stream bank or center of depression, Y s ''hkiS N
The stream bank of the stream relocation shall be seeded by a method that does not apex the
{
Waste and Borrow Locations
typical cross section of the stream bank. Native Grass Seeding and Mulching shall also be
March 1-August 31 September 1-February 28 performed in the permanent soil reinforcement mat section of preformed scour holes, and in s
�. ;. .:: ., M h Net?
75# Tall Fescue 75# Tall Fescue other areas as directed. -` �`:, ; ,,ir4
AUG
? 2024
25# Bermudagrass(hulled) 35# Berrnudagrass(unhulled) E
. >, o ,y
500# Fertilizer 500# Fertilizer The kinds of seed and fertilizer,and'the rates of application of seed, fertilizer and limestone e N'CT
a
4000# Limestone 4000# Limestone shall be as stated below. Daring periods of overlapping dates,the kind of'seed}to be used shall e•
� .
be determined. All rates are:in pounds per acre.
r _ ti, its C 3h
12/2/2014 12/2l2014
N . .
o. ReVislon Date B Designer 5cate
_ f3
M
AS SHOWN
THO AS BORROWPIT Sheet No.
Drawvn By Date
Checked By Job No.
DETAILS
BEAUFORT CARTERET NORTH CAROLINA
4 C i
� �5