2024-08-09 Speight Pit map (24x36)

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FENCE MESH SHALL BE MINIMUM � ` / I Hug
32 IN WIDTH AND SHALL HAVE
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A MINIMUM or 6 LINE WIRES � a t�
WITH 1 " STAY SPACING. STEEL "r POST �► SMITH BREWER FARMS LLC SMITH BREWER FARMS LLC �' / p I cr%tton
FILTER FABRIC SHALL BE MIRAFT WIRE MESH FENCE w I �
140 OR EQUIVALENT AND SHALL CRIMP RING CONNECTOR
BE ADEQUATELY FASTENED 70 CD I � I
THE FENCE MESH WITH CHIMP- F
SYNTHETIC WOVEN
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TING CONNECTORS. —
. FILTER FABRIC FILL SLOPE
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STEEL PASTS SHALL BE 5`- " Q
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IN HEIGFIT AND BE OF THE SELF �vChiFASTENER N r SECTION TYPE. LEO a '°r
GROUND Uh1E � R ♦ 50' UNDISTURBED
r SMITH BREWER FARMS LLC F 50' UNDISTURBED BUFFER WOODS
ti 4
00o \ BUFFER
TO ANCHOR BOTTOM FLOODo wqY UNDISTURBED 8c BUFFER
VICINITY MAP
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4- SILT FENCE DETAIL o , I �T�ti�
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D PERMIT BOUNDARY /W I I\ 9 C/ / BUTTS.
OODS
♦ / �. FF� EDWARD LEON
w UNDISTURBED ♦ / 35 \
BUFFER ' ♦� �� �, �, LEGEND
PERMITTED AREA ♦�� i > ��
SMITH BREWER FARMS LLC / r o \
50' UNDISTURBED ♦ WooDs PpNo o / 1' — - — - — PROPOSED PERMIT BOUNDARY
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BERM 3:1 SLOPE o I BUFFER ♦ I gx\S��N / / / WOODS/ \
/ PROPOSED EXCAVATION
+ r WOODS / \ TREES SMITH BREWER FARMS LLC / / / — — — — — — EXISTING DITCH
SMITH BREWER FARMS LLC �f - `��25 UNEXCAVATED
-� I=1 II � � I1 _ _� � 1 � 1 I ' ♦ y 161
�P�N BUFFER / / i OORE WOODS LINE
Gr- / i� / CHRISTOPHER
3- PERIMETER BERM DETAIL 25 UNEXCAVATED /. � / � _ — •�% /, �� -------------- FLOOD PLAIN
BUFFER
N.T.S. UNDISTURBED ♦ �`- J� / /
BUFFER ♦ �' � /, � / — x — X — x — X — SILT FENCE
STOCK PILE -- -_ �' / \ 15 CONTOUR LINE
PROPOSED CONSTRUCTION
18 \
PERMIT BOUNDARY / \ PUMP #1 % EXCAVATION AREA EXISTING ENTRANCE WITH SILT \
♦ p�V�P /— % 49.67 ACRES STRUCTURES TO / FENCE EACH SIDE W W W W W BE REMOVED ASSUMED WETLANDS
/
�30 ♦ / i SMITH BREWER FARMS LLC POWER POLE,
_ � ./ / i TYP. �\ /� / / 50' UNDISTURBED BUFFER
Q 75 AREA SEPARATING ���
III III � I EXISTING POND �� / -� � Q � � A � � PROPERTY LINE & \
♦ � I EXCAVATION AREAS / PERMIT BOUNDARY
2- CROSS SECTION @ HAUL ROAD / I TEMPORARY /
♦ ,I � � ��� EDGE OF � ` 50' UNEXCAVATED 0 GRAVEL CONSTRUCTION ENTRANCE
N.T.S. WOODS t EXCAVATION AREA / O AO BUFFER WITH 6' BERM
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/ 35 \ , �QO // /� ADJACENT TO ROAD DWELLING
J / SMITH BREWER FARMS LLC 1 \ \ / O \ / / & HOUSES /
� � \ PROPERTY LINE
r�� l ♦ \ a ZIEGLER HEA THER l
ANNE GARRIS / U.N.O. UNLESS NOTED OTHERWISE
EXISTING 12.5± ACRE POND ZI 0��
1,300+ FEET TO ADJACENT PROPERTY LINE.
\ ` / 6 BERM i J J •� i / / / CONSTRUCTION
/ SMITH BREWER FARMS LLC �� >�� EXISTING ' E / / Q ENTRANCE WITH SILT q0 /
FENCE EACH SIDE \ \
/ • _ GO R0� - - / / / PROPERTY OWNERS CATEGORY AFFECTED ACREAGE
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25 UNEXCAVATED H _ — _ _ — — J / J A. SHACKELFORD JESSE RAYMOND
TAILINGS SEDIMENT PONDS 0.00
BUFFER ' — — / v B. JARVIS MICHAEL /
\ • — — � a / C. DIAZ RUBY
/ 0 / / D. MEASLEY KATIE & STEVEN STOCKPILES 0.10
EDWARDS LAMA GALL -I 0 E. DAYSTAR FIELDS OF FREEDOM MINISTRY
WASTEPILES 0.00
- - - 50 UNEXCAVATED
BUFFER ADJACENT o
/ o o / PROCESSING AREA/HAUL ROADS 0.10
TO ROAD /
Q
o M PLAN MINE EXCAVATION 49.57
&0 N PUMPI G
/ � TYSON MOBILE ESTATES LLC / /
EXISTING CONSTRUCTION / 0 1. PERIMETER BERMS ON THE EAST SIDE OF THE SITE WILL BE INSTALLED.
ENTRANCE WITH GATE o / /
� W o 2. SITE WILL BE GRADED TO DRAIN INTERNALLY (TOWARDS THE EXCAVATION BUFFER (UNEXCAVATED) 6.84
- - AREA). THE SITE IS RELATIVELY FLAT.
SMITH BREWER FARMS LLC _ _ - - - l 3. EXCAVATION WILL BEGIN APPROXIMATELY 75' AWAY (NORTH) FROM THE TOTAL AFFECTED 56.61
CREECH JOHN WESLEY ETALS - - / / EXISTING POND. SEE MAP FOR 75' SEPARATION AREA BETWEEN
pQaQ so, � — / EXCAVATION AREAS. CATEGORY UNAFFECTED ACREAGE
o°o°a°o \ - / / 4. A PUMP AND PIPE OR HOSE WILL BE USED TO DEWATER THE NEW
0°°°4°0°° (NORTH) EXCAVATION AREA INTO THE EXISTING POND.
o°o°o°ono°o°o°a°o°o / 5. DAILY PUMPING IS NOT ANTICIPATED. BUFFER (UNDISTURBED) 15.03
°°°n 6. WATER WITHDRAWALS WILL BE REPORTED PER THE CCPCUA PERMIT.
00i'O °°q8 Q, ban°OQn °
0 0 0 o n o ° a o 0 4r 0 o a o a 7. WATER LEVELS WITH BE REPORTED PER THE CCPCUA PERMIT. OTHER 0.00
o°o°o° 000
°
o 0 o°000 00°°4000G °o°o°o°°°o°n°a°4
o p o 0 0 0 0 0 0 o o a o 0 0 0 0 0 8. THE 75 SEPARATION AREA WILL BE EXCAVATED LAST AND WET-MINED.
o° ° , ° o op°o°n°an QO°O°O°ooO°°°npnn0 NOTE: 27 MAXIMUM DEPTH
°o°o°o �°°O° °°O°°°n°p°O° 9. ADJACENT WETLANDS WILL BE INSPECTED ROUTINELY FOR ANY IMPACTS. TOTAL PERMITTED 71.64
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�a WATER LEVEL + CD
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,Yv 3:1 SLOPE
CODE AGREOA� — = _ I - GRAPHIC SCALD
_ SCALE: 1 200' SPEIGHT PIT
-I 1 1=1 11I ' '- 2:1 SLOPE DATE: 5-8-2024 0
200 0 100 200 400 800
1 - CROSS SECTION OF EXCAVATION REVISIONS: 8-9-24 SMITH BREWER FARMS, LLC CONSTRUCTION ENTRANCE EXIT' DETAIN N.T.S. c IN FRET ) ENVIRONMENTAL
1 inch = 200 ft. MARC K. EDWARDS
3620 CATTAIL LANE
(N.T.S,) PERMIT NO. 54--_ Lenoir County North Carolina GREENVILLE, N.C.
27858 252-258-4037