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THE BLUFFS ON HOOPER HILL MINE
THE CAPE FEAR
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CEDAR HILL RD PROPERTY �SF`�
BOUNDARY
GREEN LOOP RD so'wETLANo SETBACK I ^l
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MINE N
VICINITY MAP / PERMIT jJ
NOT TO SCALE NORTH W BOUNDARY
20.0 ACRE 0 WETLAND SETBACK ��0'=ETLAND SETBACK 00
SITE DATA:
PROJECT NAME: HOOPER HILL MINE I
APPLICANT: INTEGRAL COMMERCIAL GROUP
1001 MILITARY CUTOFF RD#101
WILMINGTON,NC 28405 I I ZO
OWNERS: THOMAS ELLIOTT AND ESTHER ELLIOTT PROPOSED MINE PERMIT I Q Z{
287 CHELSEA BLVD y' ' HOOPER HILL MINE I o 0 � ~
PLAINFIELD,NJ 07062 �> Ester and Thomas Ester I �LL�_�g o
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PARCEL IDS: (A)01000011, (B)0100002109, (C)0100002108 I I PIN: 01000011
PARCEL PINS: (A)227100504206,(B)227002692718, (C)227002599600 �°o� ZLU
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EXISTING ZONING: CO-RR I Is / I U
EXISTING USE: UNUSED LAND I
PROPOSED USE: MINING OPERATIONS,CLASS 1 (SAND MINE) _
PROPERT TRACT ACREAGE: ±67.19 AC I W
PROPOSED MINING OPERATION: ±20.0 AC
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FLOOD INFO: THIS PARCEL IS LOCATED IN ZONE X-NOT A SPECIAL FLOOD I '` I / Z p
HAZARD AREA-AS SHOWN ON FEMA FLOOD MAP NO.
3720226000L BEARING AN EFFECTIVE DATE OF 12/6/2019. I / Z �? '-p
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ELLIOT EST ID:01O THOMAS '� 00
ZONILAND USE VACANT
ANT LAND Z ^ O /1 N
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- -a.C °3WpFTF ��°p5� PROPERTY�IA
- LONGLEAF PINE Z Q p�pq,_(ry�
HOLDINGS LLC �, N, o� BOUNDARY t�
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SITE _f1L .-yL yL` �'P \\\ LANDZO
UBKING:CO-
E:VACANT LANDSF KAO�NR(gN0 S
/ / MINE ENTRANCE �
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WITH GATE & HAUL ROAD
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'� GENERAL NOTES
o NDALE DR 1. A SEPARATE PARCEL WILL BE CREATED FOR THE MINE AREA.avo
- I / W
2. PORTIONS OF TAX PARCELS 227002599600 AND 227002692718 WILL BECOME A I / / / ..
4-1
MOUNTMISERY RD NE s 1"� - 60-FOOT ACCESS EASEMENT FOR THE MINE.
,�. .,, ?
3. SIGNS WILL BE APPROPRIATE CONSIDERING LOCATION, HEIGHT,SIZE,AND DESIGN
O o DOGWOOD RD NE _ - y-` WITHIN THE CONTEXT OF THE OTHER PROPERTY IN THE AREA AND BE IN
- ACCORDANCE WITH THE BRUNSWICK COUNTY LIDO
4. MINING TO COMMENCE ON AN AS NEEDED BASIS,WITH MONDAY-FRIDAY,8AM-5PM
OPERATING HOURS
USGS LELAND MAP 2022 IMAGE 5. THE DEPTH OF EACH EXCAVATION PIT SHALL NOT EXCEED 35 FEET AS OUTLINED IN �T� {sl O
NOT TO SCALE SECTION 5.3.7.G OF THE LIDO. PROPERTY AND AERIAL IMAGERY MAP °
6. RECLAMATION IS REQUIRED AND SHALL BE PERFORMED PRIOR TO MINE CLOSE OUT
IN ACCORDANCE WITH THE STATE MINING PERMIT'S REQUIREMENTS.SEE 11' = 200'
ADDITIONAL NOTES BELOW
7. NO PERMANENT STRUCTURES OR PERMANENT EMPLOYEES ARE PROPOSED ON SITE.
8. ALL REQUIREMENTS OF UDO SECTION 5.3.7.G SHALL BE MET. Ir l-1
9. THE PROPOSED 20'WIDE HAUL ROAD WILL COMMENCE AT HOOPER ROAD WITH A
GRAVEL SURFACE FOR THE FIRST 100-FT TO A CABLE LOCK, MEASURED FROM THE O1 O
RIGHT-OF-WAY.THE ROAD WILL CONTINUE AS A DIRT ROAD TO THE MINE SITE. ry
10. A WATER TRUCK WILL BE USED BY THE MINE OPERATOR TO CONTROL DUST ALONG o N N N o
THE HAUL ROAD AS NECESSARY.
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11. THE OPERATION WILL NOT UTILIZE PERMANENT EMPLOYEES AND WILL THEREFORE 00 Z Q !I Um m
NOT REQUIRE PARKING o O
12. NO LIGHTING IS PROPOSED FOR THE SITE z Q
BUFFER NOTES
MINE SHALL COMPLY WITH THE FOLLOWING BUFFER REGULATIONS: C� H z O
GRAPHIC SCALE Q > > LL
1. COMMERCIAL USES ADJACENT TO VACANT PROPERTY BOTH LOCATED IN THE RURAL r F- o> p Z
RESIDENTIAL ZONING DISTRICT REQUIRE A BUFFER OF 0.2,WHICH EQUATES INTO 10' CATEGORY AFFECTED ACREAGE 0 100 200 400 800 �/
2. BUFFERS SHALL BE EXISTING VEGETATION SUPPLEMENTED WITH PLANTINGS AS I- a >_ z o (�
NECESSARY TO MEET LIDO REQUIREMENTS. U Z) ¢ o Z o
3. 10'/0.2 BUFFERS SHALL BE PLANTED WITH 1 CANOPY TREE, 1 UNDER-STORY TREE SCALE: 1" = 200' H w o z z o
AND 7 SHRUBS PER 100 LF Tailings/Sediment Ponds 0 O U w Q Li _j 9 U
MINE RECLAMATION Stockpiles 0.30
RECLAMATION IS REQUIRED AND SHALL BE PERFORMED PRIOR TO MINE CLOSE OUT IN
ACCORDANCE WITH THE STATE MINING PERMIT'S(MINING ACT OF 1973)REQUIREMENTS; SEAL\\\\\\11I I I I//////
AND WITH THE OBJECTIVE TO ESTABLISH ON A CONTINUING BASIS THE VEGETATIVE Wastepiles 0°30 ^ \�� �N °C?ROZ� /�i�
COVER,SOIL STABILITY,WATER CONDITIONS AND SAFETY CONDITIONS APPROPRIATE TO f--I �� Oe °°° �L
THE AREA. 0°40 SHEET INDEX _ °°0F
Haul Rds
METHODS OF RECLAMATION INCLUDE BUT ARE NOT LIMITED TO: SE
M-1 COVER SHEET & OVERALL PERMIT BOUNDARY 034354 -
1. SURFACE GRADIENT RESTORATION TO A SURFACE SUITABLE FOR THE PROPOSED e Excavation Pit 1 12.10 = *
Min E n
SUBSEQUENT USE OF THE LAND AFTER RECLAMATION IS COMPLETED ( ) M-2 EROSION CONTROL PHASE 1 MAP
(TYP.3:1 MAXIMUM SIDE SLOPES). 92jF
2. REVEGETATION OF THE GRADED SURFACE SHALL INCLUDE NATIVE GRASSES,TREES, , Misc.) 5°20 M-3 MINE EXCAVATION MAP & DETAILS
Other (Unexcavated Buffers BRANS
AND OTHER VEGETATION IN CONSULTATION WITH WILDLIFE BIOLOGISTS. M-4 MINE RECLAMATION PLAN /// ��1111 w\N\\\\\\
3. POND AREAS MINIMUM 4-FT DEEP AND STOCKED WITH NATIVE FISH FOR RECREATION 0411612024
IN CONSULTATION WITH WILDLIFE BIOLOGISTS. Total Affected Acres (Disturbed-Bonded) 18.30 M-5 EROSION CONTROL DETAILS r�
GS 74-50(b1) STATE MINING PUBLIC NOTICE Permit Boundary 20.0 AC.
1. NEIGHBORING PROPERTIES WILL BE NOTIFIED IN ACCORDANCE WITH STATE AND
LOCAL LAWS. x M
Undisturbed Buffers 1.70 AC. F--�
PEI JOB#: 23197.PE

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SEQUENCE OF MINING OPERATIONS "'
1. OBTAIN STATE MINE MODIFICATION PERMIT AND ALL OTHER APPLICABLE STATE, LOCAL, AND/OR FEDERAL PERMITS.
2. INSTALL PAVED AND GRAVEL CONSTRUCTION ENTRANCE OFF HOOPER HILL ROAD. ESTABLISH A LOCKED GATE AND
o FENCE AT THE ENTRANCE DRIVE.
OP
\GQ- 100 M/N 3. SURVEY AND LOCATE MINE PERMIT BOUNDARY CORNERS TO MARK MINE BOUNDARIES.
3. POST WARNING AND PERMIT SIGNS AROUND EXCAVATION BOUNDARY. POSTED AND LOCKED GATES DURING ALL
HOURS. z
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4. INSTALL SEDIMENT FENCE, EXCAVATE SEDIMENT BASIN WITH SKIMMER DISCHARGE OUTLET, AND COMMENCE w
CLEARING AND STOCKPILE TOPSPOIL AND OTHER INERT DEBRIS FOR REMOVAL OR REUSE.
O
2-3"COARSE AGGREGATE 5. DIRECT ALL SEDIMENT RUNOFF TO SEDIMENT BASIN UNTIL THE MINE IS SUFFICIENTLY DEEP ENOUGH TO CAPTURE w
6"THICKNESS ALL RUNOFF INSIDE THE PIT AREA. Z w Q
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6. VEGETATE EXPOSED AREAS THAT ARE GRADED TO FINISH ELEVATION. REFERENCE SEEDING AND MULCHING z_ z_
PLAN VIEW SPECIFICATIONS AND FINAL RECLAMATION PLANS.
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100'MIN. 7. CONTINUE MINE EXCAVATION AND ONCE PIT IS CAPTURING ALL SEDIMENT RUNOFF, THE TEMPORARY SEDIMENT I `"
BASIN AND SKIMMER MUST BE REMOVED. SILT FENCE CAN REMAIN IN-PLACE OR BE REMOVED. NO OFFSITE
6"DIVERSION TO DIRECT DISCHARGING FROM MINE EXCAVATION AREAS ARE PERMITTED.
RUNOFF FROM R/W
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8. AFTER EXCAVATION IS COMPLETE, REGRADE SIDE SLOPES PER RECLAMATION PLAN, PREPARE SEEDBEDS, AND O
VEGETATE PER THE PERMANENT SEEDING SPECIFICATIONS. AT LEAST 4-FT OF DEPTH SHALL REMAIN IN ANY PONDS N
SECTION VIEW WITH A MIN. 2:1 SIDE SLOPES BELOW THE WATER AND 3:1 ABOVE THE WATER. W
H 00
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MINE ENTRANCE DRIVEWAY
NOT TO SCALE
a �
ELLIOT ESTER/ELLIOT THOMAS 50'WETLAND SETBACK // y�� // 50'WETLAND SETBACK //' ZI U
Zoao PID:01000011
s�2 oya ZONING:CO-RR / ��_ - • \,I, I F-1
y8 LAND USE:VACANT LAND \ / g1!�� /� `s�• - O
- // / �- • .0 �jse /� ♦ SKIMMER DISCHARGE O I�
'o ONSE�6 E SF r 1 (SEE DETAILS) Q H �7
LIMITS OF EXCAVATION PERIMETER L _ __ = r.r��/ GN / 1 2 H C� I--I
HAUL RD FOLLOWS 40 FT EXCAVATION S 8¢'32 4�� sF�s 40 X
(UL SETBACK PR=/� 29L1- SF NSF NSF 1 (SEEPROPOSED
SILT FENCE I O
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20 FT C�QN:O//N FAR SF �'- 1 ( ) I zLu
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EXISTING - - 1
FARM ROAD/HAUL ROAD - 1} I 0
SWALE TO PITS / � I �zl
OR SILT FENCE •• / /A?* z Z o
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PERIMETER PROTECTION 0 / / - I 1 0 N
NOTE: ��/ - � ' - - J ) 1 z �
1. RE-COMPACT ROAD WITH SAND. IF ROAD WILL NOT � - - I o °O
COMPACT,ADD SILT SCREENINGS. tio♦ I I / I Z s� ^U
2. VEGETATE HAUL ROAD SWALES OR INSTALL SILT PROPOSED TEMPORARY p 1 w O
FENCE. /^ SEDIMENT BASIN WITH T m l l I J
/ BAFFLES AND SKIMMER 0 w Q �
o DEWATERING DEVICE U - O
$ ! I (SEE DETAILS) �I I o z W -� Z
a r .�
HAUL ROAD TYPICAL SECTION z�� m INITIAL CLEARING AREA // U) o 1 w o o > W N O O a
NOT TO SCALE 1 SEDIMENT RUNOFF TO zl z > o z w Z
1 I TEMPORARY SEDIMENT / z0 _
BASIN WITH SKIMMER w
PROPOSED 30-FT EQUIPMENT / Q F=I 1 0 / z
ACCESS IF NEEDED t o O w a l I Q Z O
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Nl�m
0 1 IO O /� beE LGE S :AE AE
1 m rN c /
8' MAX. STD. STRENGTH FABRIC W/WIRE FENCE N � -34p,7T� PROPOSED HAUL
STEEL POST v W �� - - — - - � 7 ��^ ♦ I Jam' ROAD IF NEEDED
OR 6' MAX LENGTH WITHOUT WIRE FENCE ,N 90'0000 E ♦\ o
TOP STRAND MIN. #14 GAUGE 1 �1IT 4g� \O��y �� ♦ (o ��cqL I I I CC3
STAY AND LINE WIRES MIN. 14 GAUGE 2 IT, � r GP�P�\OO OQ�� � ss`�
# o o OQ�' 09m 1 I o F'� `S`\�� �� 809,\�
MINE PERMIT BOUNDARY ♦ �C N PROPOSED TURNAROUND
OI I �0 �OQ WITH 6-FT HIGH POSTS, ♦\9�O T 1
PIPE,OR STAKES EVERY
jX /\ � \ \ x 100 FT DELINEATING LINE tiFOA♦ Cis N �L.� I `
/�� I ELLIOT ESTER/ELLIOT THOMAS ,�/ 7 V
BOTTOM STRAND MIN. 14 GAUGE \// \� ? i // // // // // o N6 I P� Z
# %\ /` \\ \\\\\\\\\\ / �O ♦ PID:0100002109 L H
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/\//� LAND USE:VACANT LAND
i\ N� � ,� ELLIOT ESTER/ELLIOT THOMAS i � - � � q�Y ♦♦�sF \�g
/\ / 4-1
� \\ \\ m o S BBB' �/
//� 4" X 8" TRENCH LINED z � < 8 PID:01000011 � y PROPOSED SILT FENCE = O
/�j/j W/ 12 OF FABRIC AND < G) o m 4j F „� \ / 0� � (SEE DETAILS)
o ZONING:CO-RR �� `.J
COMPACTED FILL ON TOP n C� o T LAND USE:VACANT LAND \ / / ' \ �,, �Z F�-I F-1 `
O 1� v
75
NOTES:
\ \ \ PROPOSED 20'WIDE SOIL
z 9Q3 6 N HAUL ROAD(SEE DETAILS)
1. WIRE FENCE (IF USED) SHALL BE MINIMUM 14 GAUGE WITH A MAXIMUM \ _ _ _ `ScP
MESH OPENING OF 6-INCHES. \ �'S�F ss ELLIOT ESTER/ELLIOT THOMAS \ t, \ 1 60'ACCESS EASEMENT
2. SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF \ 32y0�"� A4'0 �S°e�2„ PID:0100002108
POLYOLEFIN'S OR POLYESTER, WHICH IS CERTIFIED BY THE \ s6 e9$9 O y �pbo2'O .9"\F ZONING:CO-RR n T Q
MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN i �2 ��,'vil,�o�cc! LAND USE:VACANT LAND
ASTM D 6461 AND ALSO SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS y9y0 0P 21� s� C. o021s
AND STABILIZERS ACCORDING TO ASTM D 4355. o \\ PROPERTY BOUNDARY 11 S1o, y5� s686o5� �Q\O 0�G GP��PLO �FsO,QR�'y�'cc!! \ 1 C. w (SEOE DETAISPOSED I)T FENCE
3. SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS \
INSTALLING SEDIMENT FENCE USING THE SLICING METHOD MACHINERY. _ _ _ _ _ o ti \\ $�e °� y tiv F�P 4'�iy! \28��29• �I�I 1/I N N N o v v v 04 M
\ 6/ \�p� �000GOQ�X\ \ / OQ ��� \P� �� tnl I �z LOCKED GATE / a��^�� / o
�\�G��S�o \ �o°o�G�O�� \ N
SILT FENCE DETAIL o �. \ti r� ��' Q
NOT TO SCALEOf
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/ N / 2� /, Q 0 0 ZLL
\ -58- / (��y�C.1' \ \PLO / OOe���G(�Q \Q�' T1`\ �� ' t�i0� �oa�^� P�C'�V�G rn z_
� �0tk
0 GO\��G� \ N P�' S ti oO 60 \ U (_ 0 Z
o �� / \ W a t° o 0
\ `)�0005 QF �� \,7Zp / / \ H w 0w Q Li
(o a ' PQP�O GO" C Q O g� \P s0 2sy Q c> J
�p 0 G' P� \ 1' J / O ( >>, F / ✓ / zwQ -i � F- < c) w
00 O G O . 0 W Z w < uwOfx
FPS Q� �JP \ �� �,� '� Q- �\I PLANTED HOLLY OR 0- c� a 0 o o o c�
Z \ 561A�693 QP .�oJS� L END: \P / ���OOQDO tv� EVERGREEN SOS; /PROPOSED105'STACKING
` 10 � 45 PROPOSED CONTOUR � SHRUBS-TREES FOR / DISTANCE FROM ROAD TO SEAL
�Q• v Q- SCREENING G LOCKED GATE 0\1HIII/////
-45- EXISTING CONTOUR Q�0�5 / / I \` (SEE CONSTRUCTION ^ \���`��N °CAR04�
ENTRANCE DETAILS) {-� �` �O°°°° SX.
PROPERTY BOUNDARY LINE 8 P / lij s9 2• �a �� 4P N
SEAL
HAUL ROAD CENTERLINE NS 3Ci 034354 Oy °o0` 0 C ' Oo�WET WET WETLAND DELINEATION c02 e
\ 563 6g3 AFT\ �NJ MINE PERMIT BOUNDARY \����
A ENO GRAPHIC SCALE LOE LOE LIMITS OF EXCAVATION q! / / r1 04/16/2024
—�- LONGLEAF PINE /O:p 44 /
HOLDINGS LLC 4q/VQZO '0700 q'0 / C 50 100 200 400
PID:010GA006
NSF �Gc o�� O/S \ SF SF SILT FENCE \
ZONING:CANT 1NT SCALE: 1" = 100' GRAVEL ENTRANCE
\ LAND USE:VACANT LAND <qN0 I H —200
PEI JOB#: 23197.PE

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RECLAMATION NOTES:
1. RECLAIM SLOPES TO 3:1 OR FLATTER.
2. MIN. WATER DEPTH SHALL BE 4-FT.
3. VEGETATE PER PERMANENT SEEDING AND MULCHING. z
O_
TOP EL.-58.0 TOP EL. -58.0 _ ~
U
4 8-FT SHELF 4
� 71 IIII � LLI
— 111 1 8-FT SHELF 1
1.0" S9.5B 8:1 SLOPE _
SURFACE COURSE w 0
I WATER LEVEL P. POOL=44.0-46.0 ESTIMATED D_
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VEGETATION PER ;, iI VEGETATION PER O
SEEDING SPECIFICATIONS 2 MAX. w SEEDING SPECIFICATIONS Ln w w
Z Z
8" CABC I 1 Q MIN.4-FT POND DEPTH \
77777(
Ir
w
=III I MAX. POND BOTTOM ELEV. 38.0
I IIIIIIIIIIIII—III
MIN. 6" COMPACTED
SUBGRADE PER NCDOT N
SPECIFICATIONS MINE EXCAVATION SECTION No
ASPHALT DRIVEWAY SECTION NOT TO SCALE W 0
NOT TO SCALE H 00
' N
/ Mo . 0
/ r W ELLIOT ESTER/ELLIOT THOMAS 50'WETLAND SETBACK // // y�� // 50'WETLAND SETBACK /// ZI U
Zoao� PID:01000011
SIToya ZONING:CO-RR / /�_ • \,I, I F-1
y8 LAND USE:VACANT LAND \ /
f g1!�� / `s�• _ - O
" .0W/
1 _
HAUL RD / It go �js4 �52 �. / zo
(TYP) — / /
20 FT
/ LIMITS OF EXCAVATION PERIMETER �/ • Q\P�\�E sF
i FOLLOWS 40-FT EXCAVATION SETBACK S 84'32 4�� SF 4��X
_ _ I I 11
o
/• . 292.41- —SF�sF y5 55. I I z
— �p � /N uFF�R sFL y3�/ ' I z
pPERP 52 I I Lu
_j
� E
EXISTING FARM ROAD/HAUL ROAD I W ' PPG\�v M SEA PG U
SWALE TO PITS SIP
�0 10 PVP �N 5A
OR SILT FENCE I • • SIP 4o EX 5o
PERIMETER PROTECTION ............
I I I
• j q6 \ �
NOTE: ••/j \ I U
1. RE-COMPACT ROAD WITH SAND. IF ROAD WILL NOT •' y6 \\ I Z O O
COMPACT,ADD SILT SCREENINGS. 55 11
2. VEGETATE HAUL ROAD SWALES OR INSTALL SILT • �j / 55 / — \\ I o N
FENCE. p
I oo< ( I w I Q Z o cv
Ao!�g' � o U
� a Q o � U
HAUL ROAD TYPICAL SECTION �� oI o l I z co ch k
NOT TO SCALE o �� II UP Q I 1 g Q N z W o O
cn w 1 / cLLL o00 W U U
/ w d _o O
z1 20-FT TOP OF POND,TYP. a zl 0w r > o Q > Z �O V U
I PROPOSED EXCAVATION PIT I W z0 j
(SEE CROSS-SECTION FOR ' ; } I zo / \ w N o� -
EXCAVATION PIT) < HI o / z \ 0
PROPOSED 30-FT EQUIPMENT U U I <
ACCESS IF NEEDED ; 0 46 50 I w a- ' rn J Z O
o
I00 0, I cn bl � w / 3
N /52 o X 53-54 o m
SEQUENCE OF MINING OPERATIONS I c / 55 I I ZIN
Iz y1 55 \ �
1. OBTAIN STATE MINE MODIFICATION PERMIT AND ALL OTHER APPLICABLE STATE, LOCAL, AND/OR FEDERAL PERMITS. �'I m o AEI [:eE
�o z
2. INSTALL PAVED AND GRAVEL CONSTRUCTION ENTRANCE OFF HOOPER HILL ROAD. ESTABLISH A LOCKED GATE AND —_ _ _—_—_ --349,n— _ _ PROPOSED HAUL
FENCE AT THE ENTRANCE DRIVE. I 1711 to ♦�— �N 90.0000^ ��\ r o I I / ROAD IF NEEDED
z
3. SURVEY AND LOCATE MINE PERMIT BOUNDARY CORNERS TO MARK MINE BOUNDARIES. I T ��P °JF� � 5 �0'
o ♦ / c
z I
3. POST WARNING AND PERMIT SIGNS AROUND EXCAVATION BOUNDARY. POSTED AND LOCKED GATES DURING ALL mI JP GP Q�/
HOURS. ,I rkI�� ����\o* of �809,�
/
MINE PERMIT BOUNDARY �'�
` I I PROPOSED TRUCK
4. INSTALL SEDIMENT FENCE, EXCAVATE SEDIMENT BASIN WITH SKIMMER DISCHARGE OUTLET, AND COMMENCE Qp�Q�Q ♦QOF�
CLEARING AND STOCKPILE TOPSPOIL AND OTHER INERT DEBRIS FOR REMOVAL OR REUSE. I oll o o O WITH PIPE,OR OR6-FTHIGH POSTS,STAKES EVERY �9pr s LOADING AREA O
I O,I ♦�/� AOti
W� �o ♦ � 100-FT DELINEATING LINE iti�� ♦ Ci,� �
5. DIRECT ALL SEDIMENT RUNOFF TO SEDIMENT BASIN UNTIL THE MINE IS SUFFICIENTLY DEEP ENOUGH TO CAPTURE z I ELLIOT ESTER/ELLIOT THOMAS
ALL RUNOFF INSIDE THE PIT AREA. I / 9Tio�L \\ �� I PID:0100002109
N I L~ H I l ♦ / ZONING:CO-RR 1 O
/ `1�1 / \ eOG s� / ' LAND USE:VACANT LAND
6. VEGETATE EXPOSED AREAS THAT ARE GRADED TO FINISH ELEVATION. REFERENCE SEEDING AND MULCHING z /♦� / \ tia��\ g �""� �,
SPECIFICATIONS AND FINAL RECLAMATION PLANS. o o ♦ ELLIOT ESTER/ELLIOT THOMAS i - q�Y , \sF w - \
/ PROPOSED SILT FENCE _ \
4-1
m z sz'o I 6�p84j'\ PID:01000011 `♦' N� (SEE DETAILS) N / cfIII �j
7. CONTINUE MINE EXCAVATION AND ONCE PIT IS CAPTURING ALL SEDIMENT RUNOFF, THE TEMPORARY SEDIMENT < G? o m I „ ZONING:CO-RR \ / 51 \ `\,'
D o LAND USE:VACANT LAND N
BASIN AND SKIMMER MUST BE REMOVED. SILT FENCE CAN REMAIN IN-PLACE OR BE REMOVED. NO OFFSITE \ / /
DISCHARGING FROM MINE EXCAVATION AREAS ARE PERMITTED.
PROPOSED 20'WIDE SOIL
8. AFTER EXCAVATION IS COMPLETE, REGRADE SIDE SLOPES PER RECLAMATION PLAN, PREPARE SEEDBEDS, AND o n z9i \ 's �`\w NT m HAUL ROAD(SEE DETAILS)
VEGETATE PER THE PERMANENT SEEDING SPECIFICATIONS. AT LEAST 4-FT OF DEPTH SHALL REMAIN IN ANY PONDS
\ F ELLIOT ESTER/ELLIOT THOMAS t. 60'ACCESS EASEMENT
WITH A MIN. 2:1 SIDE SLOPES BELOW THE WATER AND 3:1 ABOVE THE WATER. \ o.N 'v s,,,\oa, l F 4co cn
0
I \ S63 9g$9 ° y4, p92Go ZONING:CO-RR
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w \ 5686�51' \vv o 00L�� PLO ��'Co27r��S,y \ LL LL PROPOSED SILT FENCE /
o \ PROPERTY BOUNDARY 10•5y5/�Q\O•p�\G GP��L Fsro�R cc!! s S� N w (SEE DETAILS)
r \s,, ao v
1° JS� �! '28\329, n l"•'I "' I� N N N o 0 0 c)
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I \\ , 'op \�pJ � a9�2o,� t 1, �� / OPO � F 0
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o a�•o �p o �. L END: P / P Q oti Q- /
z \ so° a93 J5 ���00 00 0' tv� CYPRESS TREES FOR rOs PROPOSED 105'STACKING
` 10 ° 45 PROPOSED CONTOUR �t�� Z p\0-�co, SCREENING / DISTANCE FROM ROAD TO SEAL
LOCKED GATE
-45- EXISTING CONTOUR Q�0�5 Z4, � (SEE CONSTRUCTION ^ �� �N �....�&7 �6`' S ENTRANCE DETAILS)rn 8 PROPERTY BOUNDARY LINE 8 �Q \ Lj • �a �� 4P N v - SHAUL ROAD CENTERLINEp / �� oG�C'�P I--I
I �o` `4\0� I3N 0kL��pN° \\ \ \ La StirticOo� /�Q-Do DPP _ e 034354 e
P G. N WET WET WETLAND DELINEATION 02
/ oN\N PGP Q�C� 776,00 o
\ 563 6g3 AFT\ �NJ MINE PERMIT BOUNDARY \����
A�N� GRAPHIC SCALE LOE LOE LIMITS OF EXCAVATION q! / / r1 0411612024
—�- LONGLEAF PINE /O:p 44 /
HOLDINGS LLC 4gNOZo/V/A/ 00) pIJ� / 0 50 100 200 400
PID:010GA006
USF �GC o�� O/S \ SF SF SILT FENCE \
ZONING:CANT 1NT SCALE: 1" = 100 GRAVEL ENTRANCE
LAND USE:VACANT LAND <qN0 I H - 300
PEI JOB#: 23197.PE

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RECLAMATION NOTES:
1. RECLAIM SLOPES TO 3:1 OR FLATTER.
2. MIN. WATER DEPTH SHALL BE 4-FT.
3. VEGETATE PER PERMANENT SEEDING AND MULCHING. z
O
TOP EL.-58.0 TOP EL.-58.0 1--
4 8-FT SHELF 4 W
III, ,III1 I I I I I �
1 8-FT SHELF 1 F
8:1 SLOPE O
WATER LEVEL P. POOL=44.0-46.0 ESTIMATED W o7
>
Z
VEGETATION PER VEGETATION PER w
cn SEEDING SPECIFICATIONS LD
SEEDING SPECIFICATIONS 2 MAX. w �_ Z Z
� MIN.4-FT POND DEPTH
1=1 1-
-1 � N
ui
MAX. POND BOTTOM ELEV. 38.0
I-
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FUTURE LAKE SECTION �
NOT TO SCALE
i---1 00
' N
ELLIOT ESTER/ELLIOT THOMAS 50'WETLAND SETBACK // y,�\S ti // 50'WETLAND SETBACK /// ZI U
Zoao1 PID:01000011
s�6g0ya ZONING:CO-RR ��_ • N I O
LAND USE:VACANT LAND \ Zg��� • v�SS• _ —
� � / � � ♦S . 1 � L
PERMANENT � � — • / ' 7
VEGETATION •�� W W y w1 Q H H
BUFFER AREA PER SEED • W 54 W W W W w
i IN ACCORDANCE Wr!�� y y �I l (�
ILL
SPECIFICATIONS S $4'32�48" � �
TO BRUNSWICK • q�� �24^- O
COUNTY •�w v v '\ v w w w vSJ v 65. w v1 Z a Ln
SPECIAL USE PERMIT •�d• W W — j Q S r 1 I Z V O H
/•W W Y Y I Y Y Y W W Y Y J3 \ r r r `�' W WI Lu
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l •� W W W W W W s ' — 567- -�— r w W v1
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/ S `cam"LO•t�ZY W W W W W Y W Y Y Y Y J r r `r � � � � r r � ,y W i t / \
I •.• �• 6�9 4 �Y �Y W W �Y �Y W W �Y .Y GJ� r r r r i�� r r r r r r r W W Y I \
41
W W Y
•• 46� rrrrrrrr .�crrrrrr 1 \
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/� �v v r v r r v rrrrrrrrrrrrr -�cr .-- rrr v r W Cf)
- - Z O
•rb W Y Y W W W Y \ Y r � � r r r r r � � r � r � � �' � � � � y W .V
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ti ti rrrrrrrrrrr .-- rrr .� rrrrrr -- rr .- ct (�
MIN.4-FT DEEP Q
^�'^ rrrrrr .-- rrrrrrrrrr � rrrrrrrrrrrrr I
v v v v v v v v v LAKE WITH VEGETATED J o c�
rrrrrrrr rrrr rrr Cn rrrr I Cn I Z
W W W y W r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r � r r v W SLOPES 4:1 MIN. U) J 1
o ! W W W W r r r r r r r r r r r .--� .--� r r r r .--� .-� r r r .--� .--� r r r .--� .--� .-� .-� .--� .--� .-� .-� .v I �
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zI� v W w rrrrrrrrrrrrrr rrr rr �- r r .I v w W v1 � ooUQ W N � O
rrrrrrrrrrrr .-- rrrrrrrrrrrr�rrrr .-- rrrrrrr\ rr 1 woQ > N pL_
1 W W rrrrrrrrrrrrr r rrr r r r .�� w �v w w > Z Z + V tJ
TEMPORARY SEEDING I IW W y W r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r --r r r vl � � ZO �
Irrrrrrrrrrrrrrr rrrr r�rr rrrr r W W w z / \ Lu IN \ ~
.v .v .v rrrrrrrrrrrrrrr .-- rrrrrrrr .� rrrrrrrrrrrr rr � � .v .vlo / � Z \ � U � �
TIME OF FERTILIZER W W W rrrrrrrrrrrrrrr - rr46 ZO
GRASS TYPE LBS/ACRE SEEDING LIMESTONE i rrrrrrr � � rrr 50 '— r � � � � � � � /
W W �Y IY W W -Y
rrrrrrrrr r cn 1 � /
RYE GRAIN 50 OCT. -APR. 400 LBS/AC. 10-20-20 I U, I W W W W W W W W W W W W 52 W W W W W W W W W W w /
r r r r r r r r � r r r r r Iry t
I o rrrrrrrr 53-54 �- v BUFFER
v w v r r r r r r r w w w w w w w w/ w w55 w w v r r t r r / IN ACCORDANCE o N
SWEET SUDAN 50 JUNE-AUGUST 400 LBS/AC. 10-20-20 - 55
W W W W r r r r r r W W W w W •Y W �� �� �� �� W W W .v TO BRUNSWICK zI
GRASS N W r r r r W Iv W W w W W Y Y Y w w w W Y W v r\r r W W Y 1 COUNTY
SPECIAL USE PERMIT
GERMAN or
50 JUNE-AUGUST 400 LBS/AC. 10-20-20 P
BROWNTOP MILLET C r r r r �40.7d% . . . . . . . . . r y Y Y Y W Y Y •Y Y Y Y Y Y Y
STRAW MULCH 4,000 I W �♦ .797Z 00 E 4 v lv \ •v v
AS NEEDED 1 Cd
IICY W Y Y Y W W W �♦ / 04 Li4' '.'
PERMANENT SEEDING (RECLAMATION) W W W W W W W W W ♦ 8'' W W W W W W W 1 ct
L Y •Y •Y Y Y •Y ♦ / 09a W W W �Y W •Y �Y I I
W W W W W W 000000
PERMANENT
TIME OF FERTILIZER i♦ �: W AREA PER SEED
GRASS TYPE LBS/ACRE I W W W W W W W W W I W W W W W W W W W I SPECIFICATIONS
SEEDING LIMESTONE I ♦� 1 O 0
I , W W W W W W W Y ♦ 1 ,� W W Y W W W W W ��
ELLIOT ESTER/ELLIOT THOMAS
�Y ^1� \ W W W W W W W
BERMUDA, HULLED 10-20 MARCH-AUGUST BY SOIL TEST y W W W W W W W♦ ` PID:0100002109 HH 1KI
BERMUDA, UNHULLED 35 SEPT. - FEB. D v v v v v v ♦� \ / \ �♦ v v v v v ZONING:CO-RR I O
l y W W W W W �5 \ LAND USE:VACANT LAND
BY SOIL TEST z W W W W ♦'��� \ \ Y Y Y Y ��
CENTIPEDE 10 MARCH-AUGUST (NO HIGH PH) 0 p o m ♦ \\ — ti5. — 4-1
�Jp v v v ELLIOT ESTER/ELLIOT THOMAS / i \ v w w \ 1—{ [�
m z'o S 670810, v . / PID:01000011 \ r \ `♦•' �� - N
TALL FESCUE C O o m I 4j .,.♦ ZONING:CO-RR
300 LB/AC 10-20-20 o LAND USE:VACANT LAND Nc3
(COASTAL CULTIVAR 50 MARCH-AUGUST C) n o Z
RECOMMENDED) OR BY SOIL TEST Z O 7D�1 \\ / / \ \ s j c3 \
�I75
SLOPES>=2:1 p n °29Qj \ \ S U
SERICEA LESPEDEZA 20 SEPTEMBER-APRIL BY SOIL TEST _ _ _ _ _ — — N��apO /r_R �\ W
W
ELLIOT ESTER/ELLIOT THOMAS 1 W '� 60'ACCESS EASEMENT W
\ 325 Aj C9 's e�2•. PID:0100002108 c�
,O D- '0 9�\F ZONING:CO-RR
SWITCHGRASS 3 DECEMBER-APRIL BY SOIL TEST I \ \ • pya vd P\\P�Z �& /,lc000ccll LAND USE:VACANT LAND
w \\ 33y�"� 5686p51 P���vO o�Go���Pao ��FSc��Q 70y�FlIw
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SEQUENCE OF MINING OPERATIONS I \ \ a'Op \ �,oJ \'i . .�`` , 320 1 W P� D
Q D Z LL
1. OBTAIN STATE MINE MODIFICATION PERMIT AND ALL OTHER APPLICABLE STATE, LOCAL, AND/OR FEDERAL PERMITS. \ \\ _ _ — _ / �'l- \ PLO / o �yo �, W aa� l� �\G r F-1 0 0 o Z
\ 58 / DEL o g Q �\P o �� PV J� rn v W a a —t1
p'1�,� 0a L�OO J } Z O V
\ \ 3 am 53 GJ �. J\�,�o G \O \ + + 0 U < >W o " Z
2. INSTALL PAVED AND GRAVEL CONSTRUCTION ENTRANCE OFF HOOPER HILL ROAD. ESTABLISH A LOCKED GATE AND \ / o \ o C� `� s I ¢ �n o 0
\ \ \ eti' 0��\�� �o \ \� \� Q�' Q' \sio / \ LW azww Q ui � w � v
\ tea' p��0 GO C O gam' \P 's 2 ¢ ui
O \ ti o s / / — O UJJw
FENCE AT THE ENTRANCE DRIVE. I \ \ \P G GP \ Q \o \ F z w ¢ J Li ¢ ¢ w
3. SURVEY AND LOCATE MINE PERMIT BOUNDARY CORNERS TO MARK MINE BOUNDARIES. �POQ
\\ y6110a93 of \�\ O,\o° Go�O /
3. POST WARNING AND PERMIT SIGNS AROUND EXCAVATION BOUNDARY. POSTED AND LOCKED GATES DURING ALL \S�' \Q°\�G�� SEAL\\�� 1111111//���
HOURS. CARO��
/ 'e9sB22'tyQPQ�
4. VEGETATE EXPOSED AREAS IN ACCORDANCE WITH SEEDING AND MULCHING SPECIFICATIONS AND FINAL o q / Q5 o°�Q��.P - SEAL
RECLAMATION PLANS. I y5y9 ooPc,� \ \ \ \ m \\ / ly /O.'L')� \ J�^o°GO"
s �9° �\V o3 0'�Fz�PNo \\ \ � \ �LQ� �%0 \ /:q- ��PGP /
5. ADD PERIMETER SILT-FENCE AS SHOWN ON PLANS AND ADDITIONAL FENCING IF NECESSARY TO PREVENT OFF-SITE / �ON\N\PCP \ ` RFco2isoo'0 P1 doJ��' / 91F°FNGIN�`�°°°,�\�
SEDIMENTATION. — 563 6g3 AFTF\ PNJ vs� o \\\ \ \ `s �Q r' \P�o r — / � s BRANCN\���`�
�//111110
6. MAINTAIN ALL STORMWATER RUNOFF TO FLOW INTO EXCAVATION PIT. —� p/ 1�Vp — —\ z l / / \ 0411612024
LONGLEAF PINE DINZ 070444, ��
7 VEGETATE PER T EXCAVATION
HE PERMANENT COMPLETE,
SEEDINGDSPECIFICA SLOPES
T SPECIFICATIONS. ATER LEAST 4AFT OF DEPTH SHALTION PLAN, LREMA NB ANY
P�L 010GA006LLC �No�SF vl'0R��eo'S \ 0 50 10o GRAPHIC SCALE aoo \\ w
ZONING:CO-RR
PONDS WITH A MIN. 2:1 SIDE SLOPES BELOW THE WATER AND 3:1 ABOVE THE WATER. LAND USE:vacANr LAND NT<gNo
•
0
SCALE: 1" = 100'
PEI JOB#: 23197.PE

N N
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GENERAL EROSION AND SEDIMENT CONTROL NOTES: EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES: Z
NOTE:THESE EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES ARE INTENDED FOR EACH 0
1. THE EROSION CONTROL PLAN SHALL INCLUDE PROVISIONS FOR GROUNDCOVER ON ALL EXPOSED (-
PERIMETER DIKES,SWALES,DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3:1 WITHIN 7 "PHASE"OF CONSTRUCTION. THE ORDER AND STEPS TAKEN MUST BE IMPLEMENTED AS EACH PART OF THE U
CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. GROUND COVER SHALL BE PROVIDED ON PROJECT IS DEVELOPED;WHETHER AS A WHOLE OR IN PHASES. ANY EROSION CONTROL LW
DEVICES/MEASURES MUST REMAIN IN PLACE UNTIL THE ENTIRE DISTURBANCE IS STABILIZED AND ALL Plan View
ALL OTHER DISTURBED AREAS WITHIN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. IMPROVEMENTS WITHIN THE DISTURBANCE LIMITS ARE COMPLETE. Q
2. UNLESS OTHERWISE INDICATED,ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL V
1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE(S),ESTABLISH THE LIMITS OF W U)
MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM DISTURBANCE,TREE PROTECTION FENCING,AND TEMPORARY SILT FENCE. > a-
STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL Z � <
HANDBOOK.(NO SEPARATE PAYMENT). 2. CLEAR AND REMOVE FROM SITE TREES AS DESIGNATED, ROOTS, ROOT MAT,ETC. FROM THE AREA INFLOW STRUCTURE/SWALE/ LD
DIVERSION DITCH Y W W
WITHIN THE DESIGNATED CLEARING LIMITS. Z Z
3. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO THE -
PRE-CONSTRUCTION CONFERENCE,ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING \ >= W
ACTIVITY,AND ONE WEEK PRIOR TO FINAL INSPECTION. 3. CONSTRUCT TEMPORARY SEDIMENT BASIN(S)AND ASSOCIATED SKIMMER,OUTLET PIPE,SPILLWAY, ETC. \y w
rr
4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL 4. INSTALL REMAINING EROSION CONTROL MEASURES AS SHOWN ON THE PLANS WITHIN THE AREA
MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY EITHER THE DISTURBED. ALL EROSION CONTROL MEASURES MUST BE INSTALLED BEFORE COMMENCING 4 R
REVIEWING AGENCY OR THE ENGINEER. CONSTRUCTION. \
SKIMMER (�
5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES 5. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETE,THE CONTRACTOR SHALL CONTINUE TO DEWATERINGM1wO
DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL APPROVAL BY DEVICE N
ACHIEVED. ENGINEER OR EROSION CONTROL INSPECTOR. (SEE DETAIL) rT� �
6. IF DEWATERING OPERATIONS ARE ALLOWED,WATER SHALL BE PUMPED INTO AN APPROVED FILTERING 6. THE CONTRACTOR SHALL CONTINUE TO WATER, FERTILIZE,MOW AND MAINTAIN GRASS&PLANTED F�--I 0
DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET. A PERMIT FROM NCDEQ DIVISION OF WATER AREAS UNTIL ALL CONSTRUCTION IS COMPLETE. Average = Area00
Width W
QUALITY MAYBE NECESSARY.
U � N
7. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH Area of basin water surface at BAFFLES l� U
RUNOFF-PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE top of principal spillway elevation (SEE DETAIL) l�
EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. EROSION CONTROL MAINTENANCE PLAN: Vj ^
8. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION + O
STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE FOLLOWING EVERY 1/2-INCH OR GREATER RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. BAFFLES 2' Freeboard Embankment H ENGINEER. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. INFLOW STRUCTURE/SWALE/
(SEE DETAIL)
DIVERSION DITCH
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 INCHES 1 ZO I.--I
OF#4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE STREET WILL BE I-
IMMEDIATELY REMOVED. A Q
DewaterIng 6 min.invert elevation of 2
r... emergency y
3. SEDIMENT FENCE/SEDIMENT FENCE OUTLETS zone spillwa IY SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT Emer ena O
y 0
�J
FENCE WHEN IT BECOMES HALF-FILLED. THE SEDIMENT FENCE WILL BE BE REPAIRED AS NECESSARY Filter fabric spillway Z >�
_
TO MAINTAIN A BARRIER.STAKES MUST BE STEEL,AND SPACED 6 FEET WITH EXTRA STRENGTH FABRIC MARKED SEDIMENT F__ r­q H
AND NO WIRE BACKING. STAKE SPACING CAN BE 8 FEET WHEN STANDARD STRENGTH FABRIC AND WIRE Sediment CLEANOUT STAKE Z U
BACKING ARE USED. IF ROCK FILTERS(OR EXCELSIOR WATTLES)ARE DESIGNED AT LOW POINTS IN THE storage zone Cross-Section w �(
SEDIMENT FENCE THE ROCK OR WATTLE WILL BE REPAIRED OR REPLACED IF IT BECOMES HALF FULL OF View 0 �(
U
SEDIMENT,NO LONGER DRAINS,OR IS DAMAGED.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY,AND MULCHED ACCORDING TO TEMPORARY SKIMMER SEDIMENT BASIN DETAIL
SPECIFICATIONS ON THESE PLANS AND CONTRACT SPECIFICATIONS TO MAINTAIN A VIGOROUS, DENSE r `
VEGETATIVE COVER. REF.NPDES NCG01 SPECIFICATIONS. NOT TO SCALE W
5. SEDIMENT BASIN/SEDIMENT TRAPS-REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL U
DIMENSIONS WHEN IT ACCUMULATES TO WITHIN ONE HALF OF THE DESIGN DEPTH. PLACE SEDIMENT IN Z
AREA WITH SEDIMENT CONTROLS. CHECK THE EMBANKMENT,SPILLWAYS,AND OUTLET FOR EROSION
DAMAGE,PIPING,AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL N
TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. BAFFLES WILL BE REPAIRED OR _q
REPLACED IF THEY COLLAPSE,TEAR, DECOMPOSE, ETC. a� op
STEEL POSTS Z O N
6. SEDIMENT BASIN BAFFLES-BAFFLES WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE,TEAR, STAKE TO SUPPORT WIRE
DECOMPOSE,OR BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE TOP WIRE TO PREVENT SAGGING Q U U
REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE FIRST BAFFLE. 4' MAX. COIR EROSION CONTROL BLANKET O
( ) SEE NOTES BELOW. U � 1__�
7. SKIMMER-INSPECT SKIMMER AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL TO MAKE SURE THAT / W U O
THE INTAKE MECHANISM,ORIFICE,OR DISCHARGE PIPE IS NOT CLOGGED WITH TRASH OR SEDIMENT. IF
THE BASIN IS DRY, MAKE SURE THAT ANY VEGETATION GROWING ON THE BOTTOM IS NOT HOLDING THE i\\/ / \\� W N O
SKIMMER DOWN. TAKE SPECIAL PRECAUTION IN WINTER TO PREVENT THE SKIMMER FROM PLUGGING Z O U
WITH ICE.
8. OUTLET PROTECTION-INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER RAINFALL EVENTS �\%\\% / \\j
TO SEE IF ANYAROUND
DISLODGED. MEDIEROSIO
ELY MAKE ALL TAKEN L NE DED REPA RS TO PREV NT UR HER OFFS( ONES HAVE BEEN \\�\\ \\j\j 2
Z SEDIMENTATION.
//\\�\�%j� BOTTOM EDGE TO BE
TRENCHED OR SECURED
NOTES: WITH STAPLES
1. INSTALL ONE CONTINUOUS PIECE OF FABRIC ACROSS THE ENTIRE
BASIN--DO NOT SPLICE.
2. COIR FIBER MATERIAL SHALL BE 0.30"THICK,TENSILE STRENGTH OF 900x680
Ib/ft min,ELONGATION OF 69%x34%,ALLOW 10-12 fps,700g/m2 WEIGHT MIN.,
WIDTH OF 6.5 FT,AND AT LEAST 50%OPEN AREA.
Cd
c/]
C�
W O
Z � U
SCREEN ACCESSIBLE THROUGH DOOR ~ 0
VENT WATER ENTRY UNIT
WITH TRASH SCREEN
4-1
GENERAL NOTES: ^
1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE PIPE.
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN CORRECT
AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD CONDITIONS WARRANT A
0000o CHANGE.
3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
ORIFICE OPENING INSIDE THE INSTALLED.
HORIZONTAL TUBE WITH A 5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
CONSTANT HYDRAULIC HEAD DISCHARGE END OF THE PIPE. U
6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT MANNER. °
7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE,REFER TO THE FLOW SHEET,CUT SHEET, U
AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE. 0 ^
SCHEDULE 40 PVC PIPE
(BARREL OR ARM)
FLOAT FLEXIBLE HOSE EARTHEN EMBANKMENT
FLOAT EMERGENCY SPILLWAY PVC VENT N co o U U U
FLEXIBLE JOINT of Of Of
(RADIATOR HOSE) PIPE CDZ o
v OCc =
o �
TOP VIEW - SCHEDULE 40 PVC PIPE FLOAT <
-III- (BARREL OR ARM) Q
OUTLET END PVC VENT PIPE III=III
_ _ _ FLEXIBLE HOSE D �
III=I I I=I I I=1 < 5 5 Z O
BARREL PIPE LONGER THAN SHOWN. - - - Q 00 0 LL
USE SCH.40 PVC PIPE(SEE BASIN DETAIL FOR SIZE). U) a a U Z
of POTENTIAL FOR PIPING CAN _ J J
OCCUR. PROPER DESIGN T., - U < (7 OLL Z
MINIMIZE DISCHARGE AROUND LJ I a z w W O
_ > O
PIPE MUST OCCUR. w g OW > Z Z w
1
O ZwaW Q Li _j2
TEMPORARY SKIMMER DEWATERING DEVICE - L HE1. OVERFLOW
a_ p lr z w Q U w 0 =
- TO THE OVERFLOW a L) a Ir D OW O O 0
WATER ENTRY UNIT MINIMUM LENGTH APPLIES
NOT TO SCALE
II SEAL ��iululliii
END VIEW SIDE VIEW MAINTAIN DEPRESSION TO = _ - _ ��°°CFES
DISCHARGE PIPE MINIMIZE CHANCE OF SKIMMER
SCHEDULE 40 (NO SCALE) BECOMING STUCK SEAL =
BASIN # SKIMMER SIZE (IN.) SKIMMER ORIFICE (IN.) DRAWN BYT.R.EVANS10I10 I-I = 034354 -
J.W.FAIRCLOTH&SON INC. -
TSB #1 4.0 3.8 FAIRCLOTH SKIMMER DISCHARGE SYSTEM WITH EMBANKMENT WWWFAIRCLOTHSKIMMERCOM
TELEPHONE:[phone]
FAX:[phone]
EMAIL:[e-mail] S \
BRAN�N��\\�\
0411612024
- 5W
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PEI JOB#: 23197.PE