20210426_Maps

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SHINGLETON FARMS I
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USBLVA SITE
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VICINITY MAP
NOT TO SCALE NORTH
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SITE DATA / O
MINE NAME: SHINGLETON FARMS MINE (NCDEQ MINING PERMIT#71-12) 1 f w
SITE ADDRESS: 904 SAPS ROAD, HAMPSTEAD, NC 28443 MINE GENERAL NOTES: f \ J
PARCEL ID: 3284-35-5825-0000 1. BOUNDARY INFORMATION HAS BEEN TAKEN FROM PENDER COUNTY GIS, SURVEYED �y 00
PROPERTY OWNER: THOMAS FARNELL SHINGLETON BOUNDARY SURVEYS, AND WETLAND SURVEYS BY SURVEYOR LISTED. ) _ = Z
SOURCE DEED: DEED BOOK 875, PAGE 125 /
MAP BOOK 110, PAGE 004 2. TOPOGRAPHIC INFORMATION WAS TAKEN FROM NCDOT LIDAR CONTOURS AND
PARCEL TRACT AREA: 411.01 ACt SURVEYED TOPOGRAPHIC. / / , z J 2 W
ZONING: RA(RURAL AGRICULTURE- PENDER COUNTY)
PROPOSED USE: SAND MINING (SPECIAL USE PERMIT PREVIOUSLY ISSUED) 3. ALL RUNOFF FROM THE EXCAVATION AREA WILL BE CONTAINED INTERNALLY. \ _ ` o Z w
MINE OPERATION IS UNDER "SHINGLETON FARMS" 1 o Q U) a
FLOOD NOTE: a. EXCAVATION, OPERATION, AND RESTORATION ACTIVITIES WILL NOT INTRODUCE ANY FILL, Z w Q
A PORTION OF THIS TRACT DOES LIE WITHIN A DESIGNATED FLOOD ZONE, STOCKPILES, WASTE-PILES, OR NON-MOBILE EXCAVATING OR PROCESSING EQUIPMENT \ �. 1 /
HORIZONTALLY BEYOND THE PERMIT BOUNDARY OR VERTICALLY ABOVE THE \
ACCORDING TO FEMA FIRM COMMUNITY MAP NUMBER 3720328400J, BEARING PRE-DISTURBANCE GRADE.
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AN EFFECTIVE DATE OF FEBRUARY 16, 2007. HOWEVER, THE MINE AFFECTED / J
AREA LIMITS DO NOT INCLUDE PORTIONS OF THE SPECIAL FLOOD HAZARD \
AREAS.
SURVEYOR: NEW MINE PERMIT
PARAMOUNTE ENGINEERING, INC., WILMINGTON, NC [phone] BOUNDARY W6
[411 .01 AC] [--� Z S �
WETLANDS: / � o I
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SOUTHERN ENVIRONMENTAL GROUP, INC., (SEGI)WILMINGTON NC [phone]) i -
USACE WETLAND AGENT-EMILY GREER, WILMINGTON DISTRICT OFFICE ^N
[SAW-2018-01325] Z
\ T. Parnell Shingleton t 13
PIN: 3284-35-5825 `�� t tr
DB 875, PG 125 w o O
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MINE
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\ 2021 AFFECTED
ACREAGE LIMITS f j� f 2020 AFFECTED
[8.60 AC] / ACREAGE LIMITS
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USGS IMAGE MAP
1" = 800' - - - - ` \\ �\ / X ` „� -� F� O Fri N I
CATEGORY AFFECTED ACREAGE / \\ i F 5 3 Z o
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Tailings/Sediment Ponds 0 \ / �\ — ' v _ p Z W < w W
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D.. UUaILL 0' a Waco
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Stockpiles 0.30 \ / / w
Wastepiles 0.30 / \ N CARp��%y9 jp SHEET INDEX Office Area / Haul Rds 3.50 / / / / Viol"
M-1 COVER SHEET & OVERALL PERMIT BOUNDARY _ 034354
Mine Excavation 24.0 .FHGINE.�° �?
M-2 MODIFIED PIT C MINING AND RECLAMATION PLANS
M-3 MINE DETAILS AND SECTIONS Other (Unexcavated Buffers) o / / �.. ` %�S BRANCN�S`,a`
Total Affected Acres (Disturbed)' 28.10 o
GRAPHIC SCALE
Permitted Acreage 411.01 0 250 500 1000 2000 , o _
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*INCLUDES PROPOSED 2021 MODIFICATION
SCALE: 1"=500' z
PEI JOB#: 18335.PE

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EXISTING RD
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EXISTING BARNS
PROPOSED PIT C TO REMAIN 1 \ _
AFFECTED ACREAGE d F_
[8.60 ACRES]
VEGETATED SLOPES EXISTING k Z 0
PER SEEDING HOUSETO
AND MU I LCHING SPECIFICATIONS REMAIN 0 EXISTING I--
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INSTALL OR REPAIR
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AND INSTALL
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POND
RECLAMATION _-Z
PIT C
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CROSS-SECTION o cqo
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(SEE DETAILS)
WRAP STOCKPILESMASTEPILES
AS SHOWN WITH SILT FENCE c� 00
PROPOSED PIT C W �) z j:j 0 r- c�
AFFECTED ACREAGE v\ (SEE DETAILS) R L)
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MIN. 50-FT UNDISTURBED
VEGETATED LOPES
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PER SEEDING S 172- �z
AND MULCHING SPECIFICATIONS
DOWN TO WATER TABLE ob
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PROPERTY LINE
PIN: 3284-01-2938-0000
DB 4164 PG 002
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DONALD SULLIVAN 2-
":Z la4 30-FT UNDISTURBED
BUFFER
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PROPOSED PIT C RECLAMATION PIN: 3284-01-2938-0000 r- Z
DB 4164 PG 002
1" = 100' DONALD SULLIVAN
PROPERT
Y LINE
GRAPHIC SCALE 30-FT UNDISTURBED
0 40 80 160 320 BUFFER
LEGEND:
SCALE: 1"=80' Cq
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mmm
_41— PROPOSED CONTOUR
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EXISTING CONTOUR SEQUENCE OF MINING OPERATIONS PROPOSED EXPANDED PIT C -IQ°
AUL ROAD
RIGHT OF WAY/BOUNDARY 1. OBTAIN NCDEQ MINE MODIFICATION PERMIT AND ALL OTHER APPLICABLE PERMITS. 11. 80'
(EXISTING DIRT ROAD)
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[SAPS ROAD] BOUNDARY LINE t� n D 0
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2. REPAIR, IF NECESSARY, GRAVEL CONSTRUCTION ENTRANCE AT HOOVER RD. 00 0 zLL
HAIL91-ROAD
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3. REPAIR, IF NECESSARY, LOCKED GATE AT MINE ENTRANCE AND UPDATE MINE SIGN TO < � o �
WET WET WETLAND DELINEATION INCLUDE "SHINGLETON FARMS MINE"AND STATE PERMIT#71-12. n < m z
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SILT FENCE c 0 zi <z S opk\IF of 0 wz 4. SURVEYAND LOCATE MINE BUFFER FROM WETLAND LINESANDSTAKE EVERY100-FTIF it i- w < L)w
GRAVEL ENTRANCE NECESSARY TO VISUALLY SEE POSTS. DELINEATE WITH SILT FENCE OR PER MINE MAPS. ILI U � L 0 aw000
pls-v�_e BPS
UBDIVISION
SEAL
WETLANDS 5. VEGETATE HAUL ROADS AND OTHER EXPOSED AREAS IN ACCORDANCE WITH SEEDING CAR01
AND MULCHING SPECIFICATIONS AND FINAL RECLAMATION PLANS.
RECLAMATION PONDS
PERMANENT GRAVEL 6. ADD PERIMETER SILT-FENCE AS SHOWN ON CROSS-SECTIONS AND ADDITIONAL FENCING
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IF NECESSARY TO PREVENT OFF-SITE SEDIMENTATION. 034354 E
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7. INSTALL "OPEN PIT" WARNING SIGNS AROUND PERIMETER OF PIT. ca
8. MAINTAIN ALL STORMWATER RUNOFF TO FLOW INTO EXCAVATION PIT. DEWATERING IS 111-90121
NOT PERMITTED ON THIS MINE.
SAPS RD ENTRANCE AT HOOVER RD. 9. AFTER EXCAVATION IS COMPLETE, REGRADE SIDE SLOPES PER RECLAMATION PLAN,
SCALE: I"=80'
PREPARE SEEDBEDS, AND RE-VEGETATE PER THE PERMANENT SEEDING M-2
SPECIFICATIONS. AT LEAST 4-FT OF DEPTH SHALL REMAIN IN THE PONDS WITH A MIN.
2:1 SIDE SLOPES BELOW THE WATER AND 3:1 ABOVE THE WATER.
PEI JOB#: 18335 PE

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STEEL POST
8'MAX.STD.STRENGTH FABRIC W/WIRE FENCE
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�OP STAY AND LINE WIRES MIN.#14 GAUGE w
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HAUL RD ��� 100'M! E
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BOTTOM STRAND MIN. #14 GAUGE � � ��/�' O
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'EXISTING _ FARM ROAD/HAUL ROAD 2-3" COARSE AGGREGATE
SILT FENCE TO PITS OR 6"THICKNESS I 4"X 8"TRENCH LINED W/ 12"
OR SILT
PERIMETER PROTECTION OF FABRIC AND
NOTE: COMPACTED FILL ON TOP
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1. RE-COMPACT ROAD WITH SAND. IF ROAD WILL PLAN VIEW I �
NOT COMPACT, ADD SILT SCREENINGS. NOTES:
2. VEGETATE HAUL ROAD SWALES OR INSTALL 100'MIN. 1. WIRE FENCE IF USED SHALL BE MINIMUM 14 GAUGE WITH A MAXIMUM MESH Z O
SILT FENCE. ( )
OPENING OF 6-INCHES. O Z ch
6" DIVERSION TO DIRECT 2. SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFIN'S OR W � �
RUNOFF FROM R/W POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS J 00
CONFORMING TO THE REQUIREMENTS IN ASTM D 6461 AND ALSO SHOULD 0 } CV
HAUL ROAD TYPICAL SECTION CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS ACCORDING TO ASTM D Z > U
NOT TO SCALE 4355. _ >= Z
3. SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS
SECTION VIEW INSTALLING SEDIMENT FENCE USING THE SLICING METHOD MACHINERY. J = Q
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MINE ENTRANCE DRIVEWAY � U)
NOT T0SCALE SILT FENCE DETAIL U_ ILL. N Q
NOT TO SCALE z � _
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10% SETTLEMENT z p ^N
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50' UNDIST. —III—III—III—I_LI ' Q U o U
BUFFER 4-5 ft —I —III III III III
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Ex. PASTURE =1 -1I1=1I I-1 1 LL 1 -1I1=1I I=HAUL CIAo o
1OP OF MINING AREA=40.0' ROAD �, ZCN
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WATER LEVEL VARIES —1�-117 ICI ICI)I o
1. REMOVE ALL TREES, BRUSH AND STUMPS FROM STOCKPILE FOUNDATION. Z
2. CONSTRUCT PILES TO FULL DIMENSIONS ON PLANS - ALLOW 10% FOR SETTLING. W
MAX. BOTTOM EL= 28.0' III 3. COMPACT RIDGE BY WHEELS OF CONSTRUCTION EQUIPMENT.
_ If a i- i 4. SEED AND MULCH PER THE STABILIZATION TIMEFRAME TABLE.
RECLAMATION NOTES: N TYPICAL EARTHEN BERM CROSS-SECTION
1. RECLAIM SLOPES TO 3:1 OR FLATTER.
2. MIN. WATER DEPTH SHALL BE 4-FT. NOT TO SCALE
3. VEGETATE PER PERMANENT SEEDING AND MULCHING. l�
C� �$ 00
CROSS-SECTION OF PIT C ZO U
T TO SCALE
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MULCHING GUIDELINES z z
1. REFERENCED FROM NC EROSION CONTROL MANUAL SEC. 6-14.
MATERIAL SITE DE.SC'RIPTIOIV STABILIZATION TI, E t IMEFRAME EXCEL',IONS (n
RATE QUALITY
ORGANICS tons/aore PERVETER DIKES.SWALES.DITCHES AND SLOPES 7 DAYS NONE
Straw 1 -2 Dry; avoid weeds
H"011 QUALITY WATER (HOAr) ZONES T DAYS NONE O (,
Wood Chips 5-6 Air dry 1= �iLi"P-5 4�?c [ OR LESS �V LEhrG==.ei ANDAt�E
Wood Fiber 0.5-1 nW
SLOPES STEED Ttiu4NI T (BAYS
NOT
4" MAGNUM DIESEL PUMP � It 2z&14 DAYS ARE .4E Lp�€Lf,, rW�
SLOPES 3:4 OR FLATTER Ht DAYS `' S GREATER THAN 59"IN
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(AVG. 1000 GPM) Bark 35 cylacre Air dry; shredded; chipped z
DISCHARGE PIPE ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 €4 DAYS •t PERIMETERS ANC HOME ZONES, � � w
FLOAT SUCTION Corn Stalks 4-6 Cut in 46 inch lengths
_+ Sericea: 1 -3 Green or NOTE: Plan should include provisions for roundcover on exposed slopes within 14 calendar days
—.4—..._..._..._..._... (1 dry; mature seed wthin P 9 P P Y m w m m
II IfI 'I_ _s...._..._.._.-_. III re*ede=a followingcompletion of an phase of grading; "
" I EF,a DEWATERING PIT AREA seed-bearing P Y P g g; permanent groundcover for all disturbed areas within 14 0
-I� jl ACTIVE EXCAVATION PIT III- g working days or 90 calendar days whichever is shorter following completion of construction or
aL� I(—i' !IL� �!t_ I� stema 9 Y Y ) 9 P
development. a
NETS/MATTING
Jute net Cover area heavy is, uniform H m Q
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PUMP NOTES: oo3 3 � z
Fiberglass net Cover area F a r o —
1. PUMP TO BE USED INTERMITTENTLY DURING HEAVY RAIN EVENTS TO HELP CJ o a _ o Z
WITH EXCAVATION. Excelsior Cover area PERMANENT SEEDING - COASTAL PLAIN w a z W W w o
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2. PUMP TYP. OPERATES ON AN 8-HR TIME SCHEDULE. NO NIGHTS OR 24-HR (wood fiber mat) w w J
PUMPING OCCURS. 1. REFERENCED FROM NC EROSION CONTROL MANUAL SEC. 6-11. o IY z w ¢ O w =
n. Ua tLK 0 O tnppU
Fiberglass roving 0.5-1 Continuous fibers with non-toxic agent COMMON NAME BOTANICAL NAME SPECIES EED RAT TILIZATIO LANTING
TYP. CELL MINING PUMP SCENARIO Ibsiacre PIMESTONJ DATES SEAL\�NI�ARO
NOT TO SCALE MULCHING SPECIFICATIONS Rye Grain Seealecereale Nurse Cror 40 By Soil Tes8/15-4/15 oP ..•••AROZ�y
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1. MULCH TEMPORARY OR PERMANENT SEEDINGS IMMEDIATELY. AREAS THAT CANNOT BE SEEDED Wheat TN m m ticu aestivu Nurse Cro( 30 By Soil Tes 8115-4t15 Bp;L
ACCORDING TO THE PLANTING DATES SHOULD BE MULCHED TO PROVIDE TEMPORARY PROTECTION OF = 034354 =
OPEN AREAS, SHRUBS, AND TREES. German Millet Setana italica Nurse Cror 10 By Soil Tes 4115- 8/15
9�iF GINE��S�?
2. CHEMICAL STABILIZERS MAY BE USED, BUT IT IS NOT RECOMMENDED FOR VEGETATION GROWTH. Browntop Millet Urochba ramosa Nurse Cro( 10 By Soil Tes 4115- 8/15 '' s BRANCH
REFER TO THE EROSION CONTROL MANUAL FOR A LIST OF STABILIZERS AND FOLLOW MANUFACTURER'S
SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO Kobe Lespedeza Kummerwia striata v. Kobe Nurse Grob 10 By Soil Tes 5/1 -9/1
PRE-CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY
BE DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES DURING GRADING AND AFTER GRADING KY 31 Tall Fescue Schedonorus phoenix Non-native 100 By Soil Tes 9/30- 3/15 M- 3
HAS BEEN COMPLETED.
Bermuda Grass Cynodon dactylon Non-native 25 By Soil Tes 4/15- 6130
PEI JOB#: 18335.PE