20230809_Mine_Maps

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FEBRUARY , 2023
PENDER COUNTY , NORTH CAROLINA
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r C) ° o ➢ ° \ SHT C-0 COVER SHEET
SI TE SHT C- 1 OVERALL SAND MINE PLAN
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"� ADJACENT PROPERTY OWNERS
SHEL TERLj
GAME / I /� 1S)AN D Sul I Nt \o` 1�� ��. �� °)�((� °/
HOLL Y RIDGE ,5 s ,. 1 S ����A�R�A 6b� �� �t� )��� `„ 1` / `� i ` N ry SHT C-3 SAND MINE PLAN — AREA 5
LAND 1 �� z �° �- ° J -� o r '�\ J �?
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<� i a�� \ = SHT C-4 SAND MINE PLAN — AREA 6
J :> ������ ( i�J�-,- ��'v 1��-- � 5 / I / ..:)• — � �1 J��J�'��A���� � � SHT C-5 RECLAMATION PLAN AREA 5
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HAMPSTEAD %��( - �? _ SHT C-6 RECLAMATION PLAN AREA 6
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F (' • � °VICNTY MAP �
SITE DATA TABLE
GENERAL NOTES:
(r Z/� �� 5"J� N, /.S,
E E N D 1. PENDER COUNTY PARCEL NO.:
PIN# 4227-43-0996-0000
4227-18-2935-0000
OWNER 2. TOTAL AREA: 1,883.39 AC.t
DESCRIPTION EXISTING PROPOSED Approved by the Pender
County Unified 3. EXISTING ZONING: RA
PROPERTY BOUNDARY — — OAK ISLAND PARTNERS , LLC Development Administrator 4. PROPERTY OWNERS:
SETBACK LINE 806 NORTH 2 3 rd STREET Name Date 806 N LAND LAND &3RD STREET TIMBER LLC
STREAM W I LM I N GTO N , N C 28405 Administrator: WILMINGTON, NC 28405
*Site plan valid for two years from approval date OAK ISLAND PTNR,
C
MINOR CONTOURS 8 8 806 N 3RD STREET
MAJOR CONTOURS 10 10 TEL: [phone] WILMINGTON. NC 28405
PREVIOUSLY PERMITTED NOTE
SAND MINE AREA ALL DESIGN AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH
PENDER COUNTY, PLURIS & THE STATE OF NORTH CAROLINA
THIS PROJECT WILL ABIDE BY THE
PROPOSED RELOCATED CONDITIONS IN THE SPECIAL U S E
SOIL ROAD PERMITS SUP 487-2017 ISSUED
MARCH 20, 2017 AND SUP 549-2017
PORT CITY CONSULTING ISSUED JULY 7, 2017.
EXISTING WETLAND LINE — ' —
ENGINEERS , P L LC ' . fhe . . W . ft #q*p];icWa (w fteW W, � .ft to
EXISTING ACCESS EASEMENT - - - - - 6 216 S T O N E B R I D G E ROAD
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4228-07-9327-0000 \
ADIRONDACK TIMBER CO., INC.
CORBETT PACKAGE COMPANY �'"� 15 PIEDMONT-CENTER, SUITE 1250 \ /
FINLEY McMILLAN TRACT �.-� ATLANTA, GA 30305 \
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PARCEL #051883 I �-
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8155 MALPASS CORNER RD
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CORBETT PACKAGE COMPANY
FINLEY McMILLAN TRACT
/ 218-73-1711-0000 IRTY
i OAK ISLAND LAND AND TIMBER, LL
806 N. 23RD STREET
i WILMINGTON, NC 28405
TRACT 1 RA - (VACANT) Ii
l 691.04 ACRES
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County Unified
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Name Date
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J ONSLOW COUNTY �\
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806 N. 23RD S.TRitZ;I 1; r I �. 4; �t „ 1 \<S %1'-\ ; _ 1_�.��; 1� r-, �`;` WILMINGTON NC 28405
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WILMINGTON Nc 28405 ;, - -;' `-4227-7i-3693- 0
4227-73-4476-0000 `._ RA—(VACANT) \ \\\ DANNY OTTAWtAHILL RD
OAK ISLAND LAND AND TIMBER, LLC 10401 CHAPEL
806 N. 23RD STREET "''—`—�__ MORRISVILLE, NC 2 450
WILMINGTON, NC 28405 J ` —42 1-0000
`� / �` -- AK ISLAND SAND PARTNERS, LLC
RA — (VACANT) `— =_—_ 806 NW NcRT 4
'` \ /
�RA-(VACANT)
PARTNERS, LLCN 28405
\� ^~ 4227-15 DU CI5-000PARAD
/ OFF US My 17
SOS S TOPSAIL DPoVE/
SURF CRY,NO 2eu6 4227-70-2885-000
RA-(VACANT),/ CECIL NICKS
OFF US HWY 17
184 COUNTY ROAD 744
FLAT ROCK, AL 35965 ,
�--�% RA- (VACANT) '
Sg9444fAp� a�
SE AL
019742
8
a I s
4
8/9/2023
No. Revision Date By Designer Scale OAK ISLAND PARTNERS SAND MINE OAK ISLAND PARTNERS, LLC PO ENGINEERS, PLLCRT CITY NG
ri
MNH AS SHOWN Sheet No.
Drawn By MNH Date AS
2023 sob N . 23RD STREET 6216 STONEBRIDGE ROAD OVERALL SAND MINE PLAN C-2
Checked By Job No. PHASE III WILMINGTON, NC 28409
MNH HOLLY RIDGE TOWNSHIP PENDER NORTH CAROLINA WILMINGTON , NC 28405 910-599-1744 LICENSE No. P-1032 ADJACENT PROPERTY OWNERS

I MAINTENANCE PLAN UNEXCAVATED
BUFFER 01
� /
I 1. ALL EROSION qND SEDIMENT COJ NTOOL PRACTICESJMLL BE CHECKED FOR STABILITY AND
( OPERATION FOLLOWING � ERY RUNOFF-PROD'UaNG RAINFALL BUT IN NO CASE LESS _ \ / / / \ / \ POTENTIAL
THAN ONCE EVERY WEEK: ANY NEEDED REPAIRS WILL-BE MADE IMMEDIATELY TO � I / ,\ � /
MAINTAIN ALL PRACTICES A DESIGNED. WETLANDS
/ / / \ I 1
/ I I 2. ALL CONSTRUCTION ENTRAN ES WILL BE P RE IOWGALLY TOP DRESSED WITH AN I ( J
I S TRA
CKENAL :2 INCHES'10\F #4 STONE TO D INTO THE STREET WILL$E-IM EM DAINPROPER DEPTH. ANY SEDIMENT THAT
ILYREMOVED
3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET \ / I ( DERTH� I /
THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO
MAINTAIN- A BARRIER. S T FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A ` 1
/ J / WERE. BACKING IS USED WITH 8,/FOOT STAKE SPACING.
4.�LL SEEDED AREAS WILL BE FERTILIZED, RESEEDED S NECESSARY, AND MULCHED /
DENSEACCO� ING� TO TATIVE SPECCIOV FICATR. ALLNSLOPES THE EWILLABEESTABLIZED W TH NN TO AI21 CALENR�SDAYS. _6 � \ ( I
ALL 0 ER'ARE'AS WILL BE STABLIZED WITHIN 15 WORKING DAYS. ( E A 5 S E C TI 0 N A—
AFFEC TED NETS / I
CATEGORY ACREAGE \ /
A / A � � \ � � \ � � � TAILINGS 0
�o — \ _ / PERMIT MINE EXISTING WETLAND LINE \ / \ SEDIMENT PONDS 0 /
BOUNDARY /\ \ STOCKPILES 0WASTE 0
PROCESSINGS AREA & 0.70 \
/ \ /j �� f \ \ HAUL ROADS
r f"WETLAkL PROPOSED ILT FENCE MINE EXCAVATION 19.29
� A ALLONG TOP OF BANK O B OTHER 0
OF SAND MINE // �� EDGE OFSAND MINE '� - \ \
TOTAL 20.23
wftL� 7-
AD �a EXISTING
03���o WE7-�AND. WETLAND LINE
PROPOSED SILT FENCE PERMIT MINE
I U SO, ALONG TOP OF BANK BOUNDARY
„r eU OF SAND MINE
\ ✓ / YpF 6 eFR F� BOTTOM OF
UFFFR,, i / SAND MINE
UP AND
V/ \ / \✓ ' BOTTOM OF \ / SOILTROAD J
SAND MINE
BOTTOM OF
SAND MINE _ \
r J /
�� \ THIS PROJECT WILL ABIDE BY THE
TOP F BANK
\� \ CONDITIONS IN THE SPECIAL USE
EDGE OF SAND MINE
w — A \ \ PERMITS SUP 487-2017 ISSUED
/ I / BOTTOM of _ ETAND \ � \ \" Y \ MARCH 20, 2017 AND SUP 549-2017
/ BOTTOM OF SAND MINE —� �/'� � \ � �� � \ �
SAND MINE 'A, T ISSUED JU LY 7, 2017.
_ _ \ ,r
_ - AND \
EXISTING
I
\ SOIL ROAD
\\ N \ 1
/ _ \ EXISTING
SOIL ROAD
/ EXIS SAND MINE
\ ��
--6 00000
/ �� BOTTOM OF \\ / I \
SAND MINE \ 1 \ \ \
EXISTING / -
-� / WETLAND/LIN // \ / VARIES (6' MAX.) I \
TOP ND M #10 GUAGE STAY 1-WIRES MIN
#12-P/2 GUAqE
TOP OF BANK"`
PERMIT MINE EDGE OF SAND MINE
/ � � �
BOUNDARY \ E WIRE IN.
PERMIT MINE \ \ \ #1�/ GUA
/ - BOUNDARY
K \ \ \ \ \\ � l� \
\ 62
G� O. \ BOTTOM STRAND MIN. 00 CEk GUAGE
\ ` / ( I I ✓ I I \ \ NOTES: / STEEL
\ I I EXISTING 1 WIDTH ANDS ELL HIV AMM F UM OF\
WETLAND LINE ( l \ \ \ LINE WIRES�W TAY P G FILTER FABRIC I
2. FILTER" IN WID HCAN L BE MINIMUM
E IFAST M DF
ADEQUATEL TO THE WI FILL SLOPE
3. STEEL POS� SHALL B 0 I HEIGH o
1 _ l a ya*aoaoaoA as
°°aQ \ \ \ AND BE 0 SELF FAST E A LE GROUND�INE I z /
LA l \ 5S1p ° \ \ 1 . STEEL TYP U
ENE
I \ / � �VD 4 WOOD POSTS SHALL BE A I OF 6 / \
\ \ � 9 a \ \ \ \ \ IN HEIGHT AND 3" OR MOR IN AM ER
> \ I Approved by the Pender 4 SEAL \\ WIRE FABRIC SHALL BE FASTENED 0 EN
T \ POST WITH NOT LESS THAN #9 1 S LES \ ,
Count U ified 01 \ \ 1-1/2" LONG \//
— y GRAPHIC SCALE \ ;° , \\ \ N \\ \\\\ \\\\\\
Development A minlstrator + o / \\ \ o
100 0 50 100 200
Name Date $av°aR°°s N.
AVI°°'$4$4q
` \ ft. \ 8/9/2023 SILT C E
\ I Administrator: 1 inch = 100 V'
\ *Site plan valid for two years from approval date \ / / \� N.T.S. \ \ SKIR AN
0 FILT F BRIC
No. Revision Date By Designer Scale PORT CITY CONSULTING
1 REVISED PER STATE COMMENTS 4/17/23 MNH Drawn By Date MNH AS SHOWN OAK ISLAND PARTNERS SAND MINE OAK ISLAND PARTNERS, LLC ENGINEERS, PLLC Sheet No.
MNH FEBRUARY, 2023 PHASE 111 806 N . 23RD STREET 6216 STONEBRIDGE ROAD SAND MINE PLAN - AREA 5 C-3
Checked By Job No. WILMINGTON NC 28405 WILMINGTON, NC 28409
MNH HOLLY RIDGE TOWNSHIP PENDER NORTH CAROLINA 910-599-1744 LICENSE No. P-1032

1 VARIES (6' MAX.)
TOP STRAND MIN. #10 GUAGE STAY WIRES MIN.
#12-1/2 GUAGE
1 MAINTENANCE-PLAIN
LINE WIRES MIN. 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND l \ I 1 a� �/� ' / l r
#12-1/2 GUAGE \ OPERATION FOLLOWING EVERY RUNOFF—PRODUCING�RAINFALL BUT IN NO CASE LESS
\ THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS VJ1LL BE MADE IMMEDIATELY TO J
\ I I MAINTAIN ALL PRACTICES AS DESIGNED. I
2 ADDITIONAL R2CINI�HESNOFANCES
#4 D WH AN
ST W�TO MAINITOAIN PROPERPDEPTHDRESSE ANYITSED MENT THAT \ �' ' '` ' L
IS TRACKED INTO THE STREET WILL BE IMMEDIATELY REMOVED. J '` /— �, y ,• �� r + ' - \ \
/ BOTTOM STRAND MIN. #10 GUAG
I I 3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHE T-BECOMES 0.5 FEET r r y
DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO
\\
/ I / l MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A
WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING.
\\ 4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED 4/S, O y
I STEEL \ / ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, 'TY B(�FT�/,Q r �
NOTES: \ I V \\ \ DENSE VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDAR DAYS.— FFO� / /� TOP OF BANK
1. WIRE SHALL BE A MINIMUM OF 32" IN \ ALL OTHER AREAS WILL BE STABLIZED WITHIN 15 WORKING DAYS. l +'� �B� / EDGE OF SAND MINE P
WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES W/12" STAY SPACING 1 \ FILTER FABRIC
2. FILTER FABRIC SHALL BE A MINIMUM OF
36" IN WIDTH AND SHALL BE FASTENED
AgEQUATELY TO THE WIRE 1 z �L SLOPE
3. STEEL ,ROST—SHALL BE 5 0" IN HEIGHT o
AND BE OF SELF FASTENER ANGLE / GROUND LINE iv
STEEL TYPE '�
N j\\ / ' PROPOSED SILT FENCE / , r '�F�Gsj �' \ / TOP OF BANK
4. WOOD POSTS SHALL BE A MINIMUM OF 6 �° \\ \ / AT THE TOP OF BANK _ 'A r
IN HEIGHT 11 AND 3" OR MORE IN DIAMETER I / // I / ' w '�,nG EDGE OF SAND MINE /
WIRE FABRIC SHALL BE FASTENED TO WOODEN o OF THE SAND MINE \ /l I / 6 r
POST WITH NOT LESS THAN #9 IRE STAPLES /\/\/\ BOTTOM OF
1-1/2" LONG j \\/////////////// \ / \ ,/ r I EXISTING SAND MINE
I N \
WETLANDS LINE 'A•. i \ /
/ o o \\
04
Ld
PROPOSED SILK FENCE
/ \ - / / / �'- \ ' BOTTOM OF 1 AT THE TOP OF BANK
/ SILT FENCE j \ � -- r G\� SAND MINE \ I M OF /j EXISTING _ / SAND MINE I OF THE SAND MINE
ANCHOR FILTER FABRIC
N.T.S. SKIRT C , \ SOIL ROAD o
\ \ 1
�\ \
10
BOTTOM- OF \ _-
\ SAND MINE,EXI
WETLANDS LINE
PROPOSED SILT FENCE
AT THE\ \ / / / \ / �✓ � �// \ \\���'� <�\ // OF THE TOP OF
F BANK
EXISTING
/ SOIL ROAD
TOP OF BANK \ \
EDGE OF SAND MINE /� \
EXISTING
WETLANDS LINE ' —
r � MINE PERMIT
BOUNDARY
/ \ � , � ✓ / / BOTTOM OF
1
SAND MINE v PROPOSED SILT FENCE�
TIME TOP OF BANK
THE SAND MINE \ J
UNEXCAVATED \ \
BUFFER \
� \ ` I EXISTING - y I \ \ J PO NT AL
WETLANDS LINE
WETLANDS \
O
DEPTH � I
y I\ y \ \ � � SECTION- A A
AR E A 6 \ TS
I -\ AFFE�TED
I
\ \ CATEGORY ACREAGE
Approved by the Pender \' TAILING 0 l
Count Unified / SEDIMENT PONDS 0
/ — — — — — Develo ment Administrator / STOCKPI(ES 0 / 1
l / WASTE PILES ( 0
L / ( / ( /
Name Date / PROCESSING ArREA & � 1 .1�7 � I
HAUL ROAD \
/ / I Administrator: __ / MINE EXCAVATION 16.82
THIS PROD CTjWIL-AB16E' BY THE I j *Site plan valid for two years from approval date OTFJER \0
CONDITI16NS N THE SPECIAL USE I I
PERMITS S P 467 2017 ISSUED I I / / \ TOTAL J
I GRAPHIC SCALE � � J \ 1 / �199 ,/� \ � \ / 4ppn�'°QA
MARCH 2(� 2V17 AND SUP 549-2017 / I I 100 a 50 100 ` 200 / / \
\ m �� -S�SID l
SSU ED J LY 7, 2017.
/ 1 inch = 100 ft. I \ \ \ SE AL
ti
aa�8/9/0)600*
20234g4�
No. Revision Date B Designer Scale PORT CITY CONSULTING
1 REVISED PER STATE COMMENTS 4/17/23 MNH MNH AS SHOWN OAK ISLAND PARTNERS SAND MINE OAK ISLAND PARTNERS, LLC ENGINEERS, PLLC Sheet No.
Drawn By Date
MNH FEBRUARY, 2023 PHASE 111 806 N . 23RD STREET 6216 STONEBRIDGE ROAD SAND MINE PLAN - AREA 6 C-4
Checked By Job No. WILMINGTON NC 28405 WILMINGTON, INC 28409
MNH HOLLY RIDGE TOWNSHIP PENDER NORTH CAROLINA 910-599-1744 LICENSE No. P-1032

PERMANENT SEEDING SCHEDULE
�� \ ( \ u I , ) ✓ / Seeding Mixture
Dates: SPECIES RATE (LB/ACRE)
I ( \ ✓ / _ _ -� I 1 \ / \ ) FEBRUARY 15 - April 1 BAHAIGRASS 10
RED
PARTRIDGE PEA 12
WINTER RYE (GRAIN) 15
- APRIL 1 - JULY 31 COMMON BERMUDA 50
CENTIPEDE 10
AUGUST 1 - OCTOBER 25 CENTIPEDE 10
GERMAN MILLET 40
PARTRIDGE PEAR 12
/ — OCTOBER 25 - FEBRUARY 15 ANNUAL RYE (GRAIN-TEMPORARY) 120
PARTRIDGE PEA 20
SAND MINE \ _ SOIL AMENDMENTS
RECLAIMED
RECLA \ � — — — �
/ �� INTO A MED / \ \ \ y/ LIME - 2000 LBS/ACRE OR FOLLOW RECOMMENDATION FROM A SOIL TEST
/WETL /N 13.36 AC _ \
\, /� FERTILIZER - SUMMER - 1000 LBS/ACRE 8-8-8 OR 10-10-10, OR FOLLOW RECOMMENDATIONS
FROM A SOIL TEST.
MULCH - ALL SEEDED AREAS SHALL BE MULCHED USING SMALL GRAIN STRAW AT A RATE OF
2000 LBS/ACRE AND ANCHORED APPROPRIATELY.
SAND MINE
/ \ WETLh�//� �^ RECLAIMED
/ W 03 o INTO A LAKE \
J j coo 3.66 AC WETLAND TEMPORARY SEEDING—LATE WINTER/EARLY SPRING
�� I Seeding Mixture
So' \- �` '^ WINTER AND EARLY SPRING
V
TypFe�F FReFO \� j _ / I SPECIES RATE (LB/ACRE)
6 BUFF \ - � ��/ Rye (GRAIN)
FR • ANNUAL LESPEDEZA (KOBE IN PIEDMONT
AND\ / < / UPLANL OMIT ANNUAL LLESPEDEZAR WHEN EAN I MOUNTAINS)DURATION OF TEMPORARY COVER IS NOT TO EXTEND
\ / I BEYOND JUNE.
SUMMER
\ SPECIES RATE (LB/ACRE)
GERMAN MILLE 40
T
FALL
SPECIES RATE (LB/ACRE)
\ \ RYE (GRAIN) 120
77
_ 7✓
Seeding dates
�l \ COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING
, APRIL 15 - AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL
\ / I/f/ETj � -� �� ^ \ Soil amendments
I _ LAND \ \ \" \ FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
Wes- /�/� \
/ \ ' '�-�l
— Mulch
_,Woo APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL.
5 —
\ \ Maintenance
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
/ ► I \ I 1 IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
I 1
EXISTING \
SOIL ROAD — \ 1 \ L9gg0 CAo�, aaaQa
d
o �
1 J
/ SAt4D INIZ 019742
o SEAL
RECL6IM D ti
INTO LAYKE / / yIN - gaati
t27 AC \ \
oa°�caaaoaeaao
832e 023
Approved by the Pender
Count Unified y
/ \ \ 'r Development Administrator
Name Date
WETLAND Administrator:
\ I \ \ \ *Site plan valid for two years from approval date
RECLAMATION CALCULATIONS
I \ I TOTAL PERMITTED AREA
TOTAL AFFECTED AREA = 40.78. AC
LAI ND l \ J \. GRAPHIC SCALE \ 1 l
\ \ \ 1 \
\ ,00 0 50 100 200 \ \ 1 RECLAMATION AREA
— THIS PROJECT WILL ABIDE BY THE \ 1 inch = 100ft. / ) —
CONDITIONS IN THE SPECIAL USE RECLAIMED LAKE — 36.11 AC
— _ I PERMITS SUP 487-2017 ISSUED ��-� \ \
_� RECLAIMED STORAGE AREAS — 2.79 AC
MARCH 20, 2017 AND SUP 549—2017
ISSUED JULY 7, 2017. \ �� HAUL ROADS TO REMAIN —
THAT ARE EXISTING — 1 .88 AC
TOTAL RECLAMATION AREA = 40.78 AC
Revision Date By Designer Scale OAK ISLAND PARTNERS SAND MINE OAK ISLAND PARTNERS, LLC ENGINEERS, PLLC PO RT CITY CONSULTING
1
1 REVISED PER STATE COMMENTS 4/17/23 MNH NH AS SHOWN Sheet No.
Drawn By Date 806 N . 23RD STREET 6216 STONEBRIDGE ROAD RECLAMATION PLAN - AREA 5 MNH FEBRUARY, 2023 PHASE III C-5
Checked By Job No. WILMINGTON NC 28405 WILMINGTON, NC 28409
MNH HOLLY RIDGE TOWNSHIP PENDER NORTH CAROLINA 910-599-1744 LICENSE No. P-1032

\ I I r
r /
BOY's,0 \ \"SAID III N E
Q
e �eF\ RECLAIMED
INTO A LAKE j Q►
1.29 AC / ��/ SAND MINE
RECLAIMED
INTO A LAKE
2.01 AC
o
r �
l . / E4 STING / \
\ r r � \r r
l \ r r 1 r I r ,SAND MINE r r
l r _ ! G RECLAIMED r P PERMANENT SEEDING SCHEDULE r r r\ �9
INTO A LAKE r r _
� 03 ;i , 13.52 AC *� r �/� Seedin mature r
Dates: — SPECIES RATE LB ACRE
FEBRU RY 15 April 1 AHAIGRASS 50
R�DTOP 1
P RTRIDGE PEA 12
"WRITER RYE (GRAIN) 15
APRIL 1 _ JUL Y 31\ C NTIPEDE 10
C�MMON BERMUDA 50
_ r \
AUGUST 1 — OCTOBER�5 4NTIPEDE 10
gERMAN--MILLET 40
/ / ( PAR7MDGE EAR 12
r \ r r N r \ OCT6ER ;,5- FEBRUARY 15 ANNUAL E (GRAIN—TEMPORARY) 120
PARTRIDGE PEA 20
/SOIL AMENDMENTS � I
r r r 0 LB -N ENDATION FLIME — 200 � O RW A SOIL TEST
�
FERTILIZER — SUMMER — 1000 LBS ACRE — — R 10-10-10 OR FOLLOW RECOMMENDATIONS
FROM A\SOIL TEST.
MULCH — ALL SEEDED AREAS SHALL BE MULCHED USING SMALL GRAIN STRAW AT A RATE OF
r 1
200P LBS/ACRE AND ANCHORED APPROPRIATELY.
T PORARY SEEDING-LATE WINTER EARLY SPRING
See Mi�ure
�9 WINTER AND EARLY SPRING '
SPECIES RATE LB ACRE ` —
1 Rye (GRAIN)
ANNUAL LESPEDEZA (KOBE IN PIEQMONT
— — � r / I I THIS PROJECT W ABIDE BY THE AND COASTAL PLAIN, KOREAN IN MOI�FTA�IS)
CONDITIONS IN TH SPECIAL USE / \� OMIT ANNUAL LESPEDEZA WHEN DURATION F TEMPORARY COVER IS NOT TO EXTEND
� ^ \BEYOND JUNE.
/ I r I PERMITS SUP 487�2017 ISSUED SUMMER
RECLAMATION AL I�LA�IO S — r / _ — — — — I MARCH 20, 2017 AND SUP 549-2017 �1
Appro ed by SPECIES RATE (LB/ACRE)he Pend r ISSUED JULY 7, 2017. / � � �
/ TOTAL PERMITTED ACE / / ount Unified / GERMAN MILLET 40
-/ / Development Ad / I FALL
TOTAL AFFECTED AEA 40.78. AC p / / / \
Name Date / \ l SPECIES \ -RATE (LB/ACRE)
RYE (GRAIN) f \ \�120
Administrator: I---_I_____I
/ RECLAMATION (AR�(A � / � �
\ / / *Site plan valid Ifor twol years from approval date / Seeding dates 11 \
\ _ / \ / I I COASTAL PLAIN — DEC.1—\APR. 1I5 —� TE Vl NTER AND EARLY SPRING \
\ RECLAI�/ E[Y LAKE = 36.11 AC I 1 f '� \ APRIL 15 — AUG. 15 - S MER \
1 / / AUG. 15 — DEC. 30 — FALL l —
RECLA N DTORAGE AREAS = 2.� ACC— / I Ag4400p-0dy ( /
/� CA SOII amendments \ \\ 1
l FOLLOW RECOMME ATIONS OF SOIL TESTS OR�API�LY �,000 f/ACRE GROUND AGRICULTURAL
-' HAU,L R ADS TO REMAIN \ \ w; SSl LIMESTONE AND 75500 LB/ACRE 10-10-114 F-ORTILIZER.
— —TH'AT RE EXISTING ( 1 .88 AC �-- — \ I GRAPHIC SCALE = ���� Mulch
J / / 100 0 50 100 00 4 //
TOTA��REC A�MATION AREA �= 4,0.78 AC / \ 01974 4 1 APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW Bl� TACKING WITF� ASPF�I�4LT, NETTING OR A
�` \ v 4 — MUL ANCHORING TOOL. A DISK\WITH B�ES SET NEARLY STRAIGHT CA BE USED AS
1 inch= 100 ft i
MUL H ANCHORING TOOL.
\ I I o
/ I m¢�ayavpda4° VERTILIJE
ntenance / \ \
\ 8/9/2023 IF GROWTH IS NOT FULLY ADEQUATC RESEED, REFERTILIZE AND MUL&IMM DIATLY FOLLOWING EROSION OR OTHER DAMAGE.
Revision Date By Designer Scale OAK ISLAND PARTNERS SAND MINE PORT CITY CONSULTING
1
1 REVISED PER STATE COMMENTS 4/17/23 MNH MNH AS SHOWN OAK ISLAND PARTNERS, L LC
ENGINEERS, PLLC Sheet No.
111 Drawn By Date 806 N . 23RD STREET 6216 STONEBRIDGE ROAD RECLAMATION PLAN - AREA 6 MNH FEBRUARY, 2023 PHASE
C-6
Checked By Job No. WILMINGTON, NC 28409
MNH HOLLY RIDGE TOWNSHIP PENDER NORTH CAROLINA WILMINGTON , NC 28405 910-599-1744 LICENSE No. P-1032