20231023_Mine_Map

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Tax Parcel 14700016 5
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Tax Parcel 14700016 ra I 'ri I Page 3751 �••
I J R EVANS I $ o I I Deed (Book 128,
e 375 o a I I :»: I a ZONING RR J Z 03
I I Deed Book 128, page � W Cr � Q
i \ ZONING RR 1 o � 0 UNDEVELOPED � �/� /^
ODED 2 h C9 Z m l ' i rn c ♦ V
I UNDEVELOPED/ `Q v ;j I o w ° o /yam
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o a m I '? a a'Co z Tax Porcel 1470p076 W Q
z c� z w BELINDA BENZ 1 >
O m I `r i `a O o N z peed (Book 1029, Page 749
m° o ZONING RR
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Tax Porcel 163 mBEE
DELORES 0022
MCCUMBEE
IDeed Book 249, Page 391
ZONING RR Z
NOTES: / RESIDENTIAL
1. A PORTION OF TAX PARCEL 1470001604 WILL BECOME A 30' ACCESS EASEMENT FOR BOTH
�esrr,am�
MINES, AND A PORTION OF MINE 1 WILL HAVE A 30' ACCESS EASEMENT FOR MINE 2.
2. MINES SHALL COMPLY WITH THE FOLLOWING BUFFER REGULATIONS:
BERM BERM BERM BERM 1 1 1
A. RR ZONING TO RR ZONING UNDEVELOPED WILL REQUIRE A 101' DEEP BUFFER WITH 0.2 \ / Tax parcel 14700001
--
VISUAL OPACITY. \ -------
�. -------------------
AUDIREY MEAGER N I O a
B. RR ZONING TO RR ZONING EXISTING RESIDENTALLY DEVELOPED WILL REQUIRE A BUFFER \ Deed Book 289, Page 961 - II
I I m Tax Parcel 1630002106 z a
WITH 0.4 VISUAL OPACITY, WHICH WILL BE 20' IN DEPTH, UNLESS THE DEPTH IS ;ZONING RR I Ij ; GENE SIMMONS ~
REDUCED BY ADDING A 6-FOOT FENCE OR WALL. UNDEVELOP II
Deed Book 3405, page 624
C. RR ZONING TO R-7500 UNDEVELOPED WILL REQUIRE A BUFFER WITH 0.2 VISUAL I I ZONING RR W
OPACITY, WHICH WILL BE 10' IN DEPTH. I Ili I RESIDENTIAL
3. MINING TO COMMENCE ON AN AS NEEDED BASIS. U I m 1
4. RECLAMATION IS REQUIRED PRIOR TO MINE CLOSE OUT. I II ; Z (, O
5. NO PERMANENT STRUCTURES OR PERMANENT EMPLOYEES ARE PROPOSED I I � _ - �- - z
I
ON SITE. III �
6. BUFFERS SHALL BE NATURAL VEGETATION SUPPLEMENTED WITH PLANTINGS MINE 1 I I; m �, 0 �4 a
AS NECESSARY TO MEET UDO REQUIREMENTS. II -
7. ALL REQUIREMENTS OF SECTION 5.3.7.G.VF THE UDO SHALL BE MET. --
8. MINE OPERATOR SHALL USE A WATER TRUCK TO CONTROL DUST ALONG THE I
HAUL ROAD AS NECESSARY. 'Illil
9. A SEPARATE PARCEL WILL BE CREATED FOR EACH MIINE AREA.
I I it
m
I � III
OPERATIONAL NOTES:
1. TRUCKS TO BE ROUTED AWAY FROM EXISTING RESIDENCES WHERE/WHEN POSSIBLE.
2. OPERATIONS WILL ADHERE TO ALL BRUNSWICK COUNTY UDO REQUIREMENTS.
\ �II� .A
3. NO WEEKEND WORK IS ALLOWED. Tax parcel 163oroo21
4. WATER DISTURBED AREA & DISTURBED TRUCK ROUTE WITHIN TFHE PIT AREA TO MINIMIZE I �'6 SIMMONS GENE AILAN
DUST WHILE OPERATING.
5. MAINTAIN GATE & LOCK AT ENTRANCE TO PREVENT UNAUTHORIZED ACCESS. Deed Book 4272, (Page 118695
6. ADHERE TO ALL NCDEQ MINING REQUIREMENTS. �i. m ZONING RR Z Z N C o
N o
7. VISITORS SHALL COORDINATE WITH MINE OPERATOR FOR SCHEDULING ACCESS TO PIT AREA. UNDEVELOPEDC
iLn
8. MAINTAIN BERM & LANDSCAPING BUFFERS ADJACENT TO NEIGHBORING PROPERTIES. I Tax Parcel 1630016 \ 1`
SIGNAGE REGARDING TRESPASSING & DANGERS OF UNAUTHORIZED ENTRY. CARGUNA PROPERTIEs LLC ��
9. POST KING � :+ Z O�
10. PERIODICALLY TOP DRESS HAUL ROAD WITH ADDITIONAL GRAVEL AS NEEDED I p8ed gook 2837, POg
e 922 �-
I
11. REMOVE ANY TRACKED DEBRIS FROM LUDLUM RD AS SOON AS POSSIBLE. ZONING RR / x
12. ALL AREAS TO BE INTERNALLY GRADED TOWARD PIT AREAS TO PREVENT ANY TYPE OF I OPED/wOODED 'b b R,' W
OFFSITE SEDIMENTATION. UNDEVEL I s /� r^ a O
RECLAMATION NOTES w
1. THE EXCAVATION AREAS SHALL BE RECLAIMED AS FRESHWATER I ; I \ z
LAKES WITH MINIMUM SIDE SLOPES OF 3 TO 1 AND BE I �+
VEGETATED WITH PERMANENT GROUND COVER. THIS IS PART OF \ ~
THE NORTH CAROLINA MINE PERMIT. MINE 2 - -I N
CN
2. LAKES TO BE STOCKED WITH MINIMUM 3 TYPES OF FISH. I I \
RECOMMENDED TYPES ARE BASS, BREAM & CATFISH.
3. ALL DISTURBED AREAS REQUIRE PERMANENT STABILIZATION W
PRIOR TO RECLAMATION & CLOSE OUT. r�
m � z
oho
LINE BEARING DISTANCE �crad
L1 N 04'25'56" E 22.63' z
L2 S 37'47'17" E 28.86' ` / -30
L3 S 24'03'09" E 27.86'
L4 S 66'13'14" E 15.46'
L5 S 52'00 17„ E 18.05, J.
� zM
�•+ N NOTE: THIS SUBMITTAL HAS BEEN MODIFIED FROM THE PLAN SUBMITTED IN 2019 AS FOLLOWS: U O C"1<3 C7 "
I ��`,'±�. y � I \ . THIS SUBMITTAL SHOWS 2 DISTINCT EXCAVATION AREAS THAT WILL RESULT IN 2 FRESH Z W
L6 S 11'13'33" W 37.02' WATER LAKES. '"
L7 S 02'49'39" E 24.18' �4 .'.W-LL I 2. THE TOTAL AREA TO BE PERMITTED HAS INCREASED BY 12.45 ACRES IN TWO SEPARATE O O
L8 S 37'27'23" W 33.69' '" a �� ` PERMITS.
L9 S 71*35'16" W 12.24' �. A 3. THE HAUL ROAD HAS BEEN REDUCED IN LENGTH, `� P.
L10 N 86'08'41" W 53.65'
L11 N 37'09'41" W 50.44'
I
L12 N 1 T09'33" W 70,00' •,� '. -," .'
L13 N 61'41'14" E 96.95' LEGEND
L14 N 53'41'54" E 43.12'
-
L15 S 78'00'54" E 27.19' - -
L16 S 60'23'10" E 29.76' �' y - -
EXISTING PROPERTY LINE
L17 S 39'52'02" E 23.70'
L18 S 05'18'45" E 25.95' I \ .,:w' ,.� r ` 10 BUFFER
L19 S 41'21'05" E 47.99' I �• � 10 BF 10 BF '
L20 S 20'00'15" W 40.1 1' I -- - L49
_ _ - - \ 20 BF 20 BF 20' BUFFER Licence#C-3641
L21 S 65'30'15" W 56.17' _ -
L22 N 61'33'10" W 39.93' _ - 18011
L23 N 32'01'34" W 49.69, _ _ --- - Tax Parcel 16300017 40 BF 40 BF 40' BUFFER
A�ITON FARMS LLC \
L24 N 10'55'29" W 37.48' - -
L25 N 04'44'14" W 38.05' _ _ � - - -- Deed Book 3031, Page 32
MPB MPB MINE PERMIT BOUNDARY DES. JPN
cKD. JPN
_ _ � ZONING R7 �
L26 S 35'26'57" E 28.51' _ - ---- - UNDEVELOPED
L27 S 38'51'38" E 34.86' - - LOE-LOE LIMITS OF EXCAVATION DRWN. ZAC
L28 S 40'21'01" E 52.61'
L29 S 84'14'46" E 39.91' W W Y W W W W DATE 10/20/23
L30 N 6730'48" E 40.80' W W W W W W Y Y
WETLANDS AREA
L31 S 45'36'00" E 38.71' Y W `��,11,
L32 S 13"58'15" E 26.57' �
L33 S 63'12'41" E 22.49' ` �.`% -
L34 S 56'23'13" E 60.50' .�10
\ •�fi'••-v
L35 S 33'48'26" E 42.09' S A L
L36 S 38'12'22" E 29.42' ia r-cENED UNDISTURBED BUFFER 0 1620 _=
L37 N 76'12'32 E 35.53
L38 S 46'06,33n E 26.96'
\ • %. `� Lam`F�
L39 S 03'06'31" W 30.54' 3 '� O �'•NGINE�•'��O�•_
FpH'K 1 g�,P
L411 S 311*45'14" E 58.67'
L42 S 19'06'34" E 46.63' LAND PROC'
L43 S 46'30'36" E 54.02' �}111�l1NG `
L44 S 37'52'33" E 35.45' SCALE : 1 200'
L45 S 23*37'10" E 44.11'
L46 S 46*33'18" E 55.58'
L47 S 55'27'50" E 36.86' 0 200 400 6010
L48 S 01'02'18" E 17.01'
L49 S 88'57'42" W 122.07'
L50 N 40'37'54" W 758.34'
L51 1 76'13'21" E 45.68'

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I TEMPORARY I SILT FENCE 1
SILT FENCE co I co Lj W = _
GATE �el 14700016 1 Cl) (n F"
P arc N
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VICINITY MAP Tax
co I I SEE ACCESS Q Q
Tax Parcel 14700016 o d- � JR EVANS � '-
N.T.S. I C° ROAD
�' I I SECTION Page 375 W Q Z Z
J R EVANS o o, 1
I g page 375 o a I I � Deed Book 12
Deed Book 12 , I cv ZONING RR 1
r� W Q: Q m p H
fZ7 �► w rn
ZONING RR I o I I CO o UNDEVELOPED Q Z
Q
NOTES: UNDEVELOPED
WOODED I fL-Li= ? o I I o 1
z o n Z Z O
Q I o 1
1. A PORTION OF TAX PARCEL 1470001604 WILL BECOME A 30' ACCESS EASEMENT FOR BOTH - - - _
MINES, AND A PORTION OF MINE 1 WILL HAVE A 30' ACCESS EASEMENT FOR MINE 2. I a a o N I I O
2. MINES SHALL COMPLY WITH THE FOLLOWING BUFFER (REGULATIONS: I 'p a a I I Q Z Tax Parcel 14700076 W Z V
A. RR ZONING TO RR ZONING UNDEVELOPED WILL REQUIRE A 10' DEEP BUFFER WITH 0.2
VISUAL OPACITY. I �? � I _z N z w BELINDA BENZ U Q
B. RR ZONING TO RR ZONING EXISTING RESIDENTIALLY DEVELOPED WILL REQUIRE A BUFFER I p m I I '- J Y NO z 1029 page 749 0 D Cl)
WITH 0.4 VISUAL OPACITY, WHICH WILL BE 20' IN DEPTH, UNLESS THE DEPTH IS \ I rTI O O O Deed Book 1 J
REDUCED BY ADDING A 6-FOOT FENCE OR WALL. DEEP\q,4,1.817
PROPOSED I a v m ZONING RR 1 O (�
C. RR ZONING TO R-7500 UNDEVELOPED WILL REQUIRE A BUFFER WITH 0.2 VISUAL BRUNSWICK COUNTY I _Z to
ti OPACITY, WHICH WILL BE 10' IN DEPTH.
3. MINING TO COMMENCE ON AN AS NEEDED BASIS. - _ 20 DEPROP RESIDENTIAL - -
4. RECLAMATION IS REQUIRED _ BUFFER WITH 0'4 I _
PRIOR TO MINE CLOSE our. - 112'EASEMENT
I ~ z � - - a
5. NO PERMANENT STRUCTURES OR PERMANENT EMPLOYEES ARE PROPOSED VISUAL OPACITYEASE I Y n Tax Parcel 16300022
6.N BUFFERS SHALL BE NATURAL VEGETATION SUIPPLEMENTED WITH PLANTINGS I < z PROPOSED I >'? TEMPORARY DELORES MCCUMBEE
AS NECESSARY TO MEET UDO REQUIREMENTS. W 0 0 SILT FENCE Page 391
� I W7. ALL REQUIREMENTS OF SECTION 5.3.7.G.VF THE UDO SHALL BE MET. I o ROADAUL m I m Deed Book 249,
8. MINE OPERATOR SHALL USE A WATER TRUCK TO CONTROL DUST ALONG THE TEMPORARY m I� I I � 10 DEEP ZONING RRZHAUL ROAD AS NECESSARY. X M W BUFFER WITH9. A SEPARATE PARCEL WILL BE CREATED FOR EACH MINE AREA. SILT FENCEN p r,I TEMPORARY I 02 VISUALRESIDENTIAL
N ' 12.21"E LT FEN CE - -
OPACITY 1
OPERATIONAL NOTES: o 1 1 e e o F �
1. TRUCKS TO BE ROUTED AWAY FROM EXISTING RESIDENCES WHERE/WHEN POSSIBLE. 1 Z a
2. OPERATIONS WILL ADHERE TO ALL BRUNSWICK COUNTY UDO REQUIREMENTS. F
3. NO WEEKEND WORK IS ALLOWED. 40'
4. WATER DISTURBED AREA & DISTURBED TRUCK ROUTE WITHIN THE PIT AREA TO MINIMIZE BERM ERM BERM BERM UNDISTURBED
DUST WHILE OPERATING. Tax Parcel 14700001 y W y y y ° _ _ _ _ _ _ _ _ _ _ / VEGETATED
5. MAINTAIN GATE & LOCK MI ENTRANCE TO PREVENT UNAUTHORIZED ACCESS. y �y �'��L6E - � BUFFER u�l OC U W
6. ADHERE TO ALL NCDEQ MINING REQUIREMENTS. AUDREY MEAGER BRUNSWICK ��� W
7. VISITORS SHALL COORDINATE WITH MINE OPERATOR FOR SCHEDULING ACCESS TO PIT COUNTY m y
y W
AREA. page 961 � � y,
8. MAINTAIN BERM & LANDSCAPING BUFFERS ADJACENT TO NEIGHBORING PROPERTIES. Deed Book 289, 10' DEEP y W 40' NCDEQ N z
y W z °
BUFFER WITH y Tax Parcel 1630002106 0 � I.9. POST SIGNAGE REGARDING TRESPASSING & DANGERS OF UNAUTHORIZED ENTRY. ZONING RR ' W W SEE UNDISTURBED �,
10. PERIODICALLY TOP DRESS HAUL ROAD WITH ADDITIONAL GRAVEL AS NEEDED 0.2 VISUAL BERM m
11. REMOVE ANY TRACKED DEBRIS FROM LUDLUM RD AS SOON AS POSSIBLE. WOODED C/
12. ALL AREAS TO BE INTERNALLY GRADED TOWARD PIT ,AREAS TO PREVENT ANY TYPE OF UNDEVELOPED/ OPACITY Q�Ss�, DETAIL BUFFER I II GENE SIMMONS
OFFSITE SEDIMENTATION. FG T� page 624 1
Deed Book 3405, - _ 1
RECLAMATION NOTES: FiQ ZONING RR 1
1. THE EXCAVATION AREAS SHALL BE RECLAIMED AS FRESHWATER LAKES WITH MINIMUM SIDE BERM SEE RESIDENTIAL
SLOPES OF 3 TO 1 AND BE VEGETATED WITH PERMANENT GROUND COVER. THIS IS PART t
OF THE NORTH CAROLINA MINE PERMIT. Rg�O DETAIL 1
2. LAKES TO BE STOCKED WITH MINIMUM 3 TYPES OF FISH. RECOMMENDED TYPES ARE Q�S P(E I ;0BRUNSWICK
BASS, BREAM & CATFISH. vN
3. ALL DISTURBED AREAS REQUIRE PERMANENT STABILIZATION PRIOR TO RECLAMATION & TEMPORARY �1E�FF�R I I COUNTY 20' 1 1
CLOSE OUT. S 11 a
TILT FENCE DEEP 1 -
I BUFFER WITHLn
AREA 0.4 VISUAL N
WNE I N OPACITY
I � N
TEMPORARY z
I m `�
HAUL ROAD I _ _ U '��"'+ �-+ x C/)
BRUNSWICK TO MINE ##2 _ -
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COUNTY > a
1 o' DEEP I I W x
BUFFER WITH BRUNSWICK W
BU I I
0,2 VISUAL x
OPACITY COUNTY 10'
DEEP (�
I 9 BUFFER WITH
CP. GZ
I I o 0.2 VISUAL W
o OPACITY
sN L�ozs`So- TEMPORARY moo_ TEMPORARY
MINE 1 AREA TABLE c°= c� G SILT FENCE T y I SILT FENCE
ACREAGE
0 03 V J a
1630016, > TEMPORARY m NLn
PORTION OF 1470001604 1 `�-� SILT FENCE 6300021 ~ `� z M
20 x60 I I cel 1 H t
PARCELS DEWATERING y W� 6°
I o`� Tax Par � z t
TOTAL SITE AREA 31.93
EXISTING WETLANDS 3.12 BASIN �p1 v>o NW �, y W r I � � �� SIMMONS GENE ALAN 118695 O H o 0
� y 4272, Page z w
DISTURBED WETLANDS 0 OUTFACE 1 / I Z
UNDISTURBED WETLANDS � W W� y W �9 II � o Deed Book ZONING RR � a o
3.12 6 x6 OUTLET STRUCTURE O
W �. W W �o I � � o y3 a
w/ 36" SD OUTLET y
ACREAGE \ ��; W � W W W • � I � UNDEVELOPED
CATEGORY
I I 10 x10 x12 CL B \\\� G �,. � /
MINE EXCAVATION 9.22 ENERGY DISSIPATER \\\� L�
� \\ �p 2 ° I �
PROCESSING AREA HAUL ROADS 0.30 TO GRADE
G I
TAILINGS/SEDIMENT PONDS, DEWATERING BASIN 0.20 c � I N
STOCKPILES 0 I o
yj
WASTE PILES 0 �, I -;0W 2 �
BUFFER AREA / UPLAND AREA 3.13 �\ E A I ' � I I� Licence #C-3641
TOTAL AREA TO BE PERMITTED 12.85 A R iwNE � 18011
DES. JPN
LEGEND CKD. JPN
DRWN. ZAC
- - - �- - - EXISTING PP.OPERTY LINE LANDSCAPING
LANDSCAPING
10 BF 10 BF 10' BUFFER
DATE 10/20/23
20 GRAVEL
TYPICAL. BERM DETAIL TYPICAL BERM DETAIL
%%I 11 111
20 BF 20 BF 20' BUFFER LANDSCAPING • ,1%
S/
�� �1 :
40 BF 40 BF 40' BUFFED SWALE SWALE O� � e
TYPICAL BERM DETAIL = SEAL T
MPB :
MPB MINE PERMIT BOUNDARY a = 0 16 0
LOE LOE LIMITS OF EXCAVATION }
.yp ti
36' 10' 20' 10' 36' ps�FGINE�••'A�O�.`
yWW W WW W yWWWWWWWWWWWW 112' �� K;;` ,,
WETLANDS AREA ACCESS ROAD SECTION 60
W W •Y W W W W
W •Y W J W W .� �. �. NTS BERM SECTION
SCALE : 1 " = 100' NTS
NOTE:
1. HAUL ROAD SHALL BE WATERED OR IRRIGATED AS NEEDED TO
UNDISTURBED BUFFER 0 100 200 300 REDUCE/PReMU DUST AS MUCH AS POSSIBLE C2

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RESIDENTIAL \
q
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VICINITY MAP Nam. I I m w a z
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N.T.S. s\ �
a�y � IIII a m a Z
TEMP�ENCE
Z Z m O
NOTES. �� o sl V
1. A PORTION OF TAX PARCEL 1470001604 WILL BECOME A 30' ACCESS EASEMENT FOR BOTH �'� �^ L15 I Tax Parcel 16300021 2 2
MINES, AND A PORTION OF MINE 1 WILL HAVE A 30' ACCESS EASEMENT FOR MINE 2. 6' �"
2. MINES SHALL COMPLY WITH THE FOLLOWING BUFFER REGULATIONS: \ y y y 4`�6 0' I GENE ALAN 0 j V
A. RR ZONING TO RR ZONING UNDEVELOPED WILL REQUIRE A 10' DEEP BUFFER WITH 0.2 a �Ny y y I SIMMONS page
N Z 0
VISUAL OPACITY. \m y y cp 4272 e 11 g695 a
B. RR ZONING TO RR ZONING EXISTING RESIDENTIALLY DEVELOPED WILL REQUIRE A BUFFER "� o y y y ����� th Deed Book O
WITH 0.4 VISUAL OPACITY, WHICH WILL BE 20' IN DEPTH, UNLESS THE DEPTH IS ZONING RR a -J Z
REDUCED BY ADDING A 6-FOOT FENCE OR WALL. \ y y
C. RR ZONING TO R-7500 UNDEVELOPED WILL REQUIRE A BUFFER WITH 0.2 VISUAL 01��0. UNDEVELOPED O Z
OPACITY, WHICH WILL BE 10' IN DEPTH. y y y y y GT� ,A
00
3. MINING TO COMMENCE ON AN AS NEEDED BASIS. y oQ�� a Y (O m
4. RECLAMATION IS REQUIRED PRIOR TO MINE CLOSE OUT. y
5. NO PERMANENT STRUCTURES OR PERMANENT EMPLOYEES ARE PROPOSED O C�
ON SITE.
6. BUFFERS SHALL BE NATURAL VEGETATION SUPPLEMENTED WITH PLANTINGS \°� G M
AS NECESSARY TO MEET UDO REQUIREMENTS. G
7. ALL REQUIREMENTS OF SECTION 5.3.7.G.VF THE UDO SHALL BE MET. G Q Lip rn
8. MINE OPERATOR SHALL USE A WATER TRUCK TO CONTROL DUST ALONG THE p�G���.A0+ ��Q%�cSO, rn 0)HAUL ROAD AS NECESSARY. GT� G G,�� G w
9. A SEPARATE PARCEL WILL BE CREATED FOR EACH MINE AREA. �y��� y��J� I .
OPERATIONAL NOTES: 0 U
1. TRUCKS TO BE ROUTED AWAY FROM EXISTING RESIDENCES WHERE/WHEN POSSIBLE. O I \ Z a
2. OPERATIONS WILL ADHERE TO ALL BRUNSWICK COUNTY UDO REQUIREMENTS.
3. NO WEEKEND WORK IS ALLOWED. l p� N 40 I W
4. WATER DISTURBED AREA & DISTURBED TRUCK ROUTE WITHIN THE PIT AREA TO MINIMIZE - \
DUST WHILE OPERATING. ' m UNDISTURBED
5. MAINTAIN GATE & LOCK AT ENTRANCE TO PREVENT UNAUTHORIZED ACCESS. P.
6. ADHERE TO ALL NCDEQ MINING REQUIREMENTS. BRUNSWICK VEGETATED U Ix
7. VISITORS SHALL COORDINATE WITH MINE OPERATOR FOR SCHEDULING ACCESS TO PIT AREA. COUNTY Ik0 g�� BUFFER Z
8. MAINTAIN BERM & LANDSCAPING BUFFERS ADJACENT TO NEIGHBORING PROPERTIES. �vR Q z
9. POST SIGNAGE REGARDING TRESPASSING & DANGERS OF UNAUTHORIZED ENTRY. 10' DEEP
vNp\��P�R I BERM SEE I p �4
10. PERIODICALLY TOP DRESS HAUL ROAD WITH ADDITIONAL GRAVEL AS NEEDED
11. REMOVE ANY TRACKED DEBRIS FROM LUDLUM RD AS SOON AS POSSIBLE. 0.2 VI
12. ALL AREAS TO BE INTERNALLY GRADED TOWARD PIT AREAS TO PREVENT ANY TYPE OF 0,2 VISUAL 0v DETAIL
00
OFFSITE SEDIMENTATION. OPACITY
m
A REARECLAMATION NOTES: BRUNSWICK I
1. THE EXCAVATION AREAS SHALL BE RECLAIMED AS FRESHWATER � � I � COUNTY I
LAKES WITH MINIMUM SIDE SLOPES OF 3 TO 1 AND BE
VEGETATED WITH PERMANENT GROUND COVER. THIS IS PART OF 10' DEEP
THE NORTH CAROLINA MINE PERMIT. BUFFER WITH \
2. LAKES TO BE STOCKED WITH MINIMUM 3 TYPES OF FISH. 0,2 VISUAL
RECOMMENDED TYPES ARE BASS, BREAM & CATFISH . I \
OPACITY
3. ALL DISTURBED AREAS REQUIRE PERMANENT STABILIIZATION
PRIOR TO RECLAMATION & CLOSE OUT.
I zoo
OUTFACE #1 I I \ N C'
6'x6' OUTLET STRUCTURE Q w/ 36" SD OUTLET N\ x Z o^
3g4 3%
TEMPORARY 3ao�°E ro TEM T
PORARY I _ U x
SILT FENCE g SIL FENCE I _ \
Go wiz
x
1 120 x60
y y /rl Cr,
y y y DEWATERING I v
BASIN
y y y `O W�
y y y y
y y ♦ VO
10'x10'x12" CL B
ENERGY DISSIPATER \ y y o
TO GRADE � y y y y � \�G JF�`�� I II � 00
�D w N
y
MINE 2 AREA TABLE y y y y y �"�Poo � z
ACREAGE y 1
y° y y y y O L T O Cn
PARCELS 1630016 y y y O
TOTAL SITE AREA 31.93 BRUNSWICK �s y y��o y TEMPORARY �' o^
y y y y y y n
COUNTY o J° y y y �. SILT FENCE I TEMPORARY U Z
EXISTING WETLANDS 3.12 10 DEEP tiR y y y y SILT FENCE Z
DISTURBED WETLANDS 0 A , y y y y y o x
�• y y
BUFFER WITH BRUNSWICK a
UNDISTURBED WETLANDS 3.12 �� �y COUNTY
0.2 VISUAL ' �
OPACITY ��,, y y y y �,, 10 DEEP Z
� W O
CATEGORY ACREAGE rn o BUFFER WITH
y y 0.2 VISUAL
MINE EXCAVATION 9.03 �s8��\y y y y y y y C1 C o I OPACITY - - �-
PROCESSING AREA/HAUL ROADS 0.00 A
JO y y TT
y y I't
TAILINGS/SEDIMENT PONDS, DEWATERING BASIN 0.20 ��` y y y y y y y 0 n o - -
STOCKPILES 0
WASTE PILES 0 ° ,y y y y y -
BUFFER AREA / UPLAND AREA 3.69 y y y y y - Licence#C-3641
TOTAL AREA TO BE PERMITTED 12.92 y S82' 53' 58.85 W
y y �o eE y 364.902 \
_ _ __------ - L49 \ 18011
_ - - DES. JPN
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�- \ \ DATE 10 20 23
EXISTING PROPERTY LINE - - Tax Parcel 16300017 / �
10 BF 10 BF 10' BUFFER - ASHTON FARMS LLC
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20 BF 20 BF 20 BUFFER Deed Book 3031' page
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UNDISTURBED BUFFER 0 100 200 300 BERM SECTION
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TEMPORARY/PERMANENT SKIMMER BASIN CONSTRUCTION SPECIFICATION SITE WORK NOTES: m
m
6' W E.S. FABRIC GRASS SPECIFICATION 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH FIELD
8' W/ WIRE MESH 1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION CONSTRUCTION CONDITIONS.
STEEL POST 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC 2. CONTRACTOR SHALL COORDINATE WORK WITHIN OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANYNCD
A AND LOCAL RIGHT
ADVERSE SOIL CONDITIONS. SKIMMER NOTE: MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE NY REQUIREMENTS
WIRE MESH FOR STANDARD FABRIC AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. SKIMMER MUST FLOAT ON TOP OF MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY SEDIMENT 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
No x z STANDARD OR EXTRA STRENGTH 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES WATER TO WORK PROPERLY. CONTROL MEASURES BELOW BASIN BS NEEDED. OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
MIN. 14 GA. �c� VENT OPENING FOR
6x6 MESH FOR cv J m FILTER FABRIC SMOOTH AND UNIFORM. CONTRACTOR SHALL VERIFY THAT WATER ENTRY 2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN z
STANDARD FABRIC Q 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL. THE BARREL LENGTH WILL ALLOW VEGETATION, ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL LIMITS OF CONSTRUCTION.
w `�E LIME: 45 LBS. PER 1000 S.F. SKIMMER TO FLOAT AT EMERGENCY IN LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
DIRECTION OF WATER FLOW PHOSPHOROUS: 20 LBS PER 1000 S.F. SPILLWAY ELEVATION. EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT. C_ Q
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL f- Q
FERTILIZER: 17 LBS. PER 1000 S.F. 3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING � Cn
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED IS FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER BUPIFD CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE C z D Z
ANCHOR FABRIC SKIRT OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER. w f- J
o PREPARED 4FR INCHES DEEP. 4. PLAICE THE BARREL TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE ON A FIRM,
I z MIN. 8" DEEP & 4" WIDE. ELEVATIONS WITH A CLEAN SELECT-FILL COMPACTED AS SPECIFIED. o
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
( ) 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL (n O
N 2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW) SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL
OPENING FOR WATER ENTRY BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL >
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. APPLICABLE LOCAL AND STATE CODES. Ld V
GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND Q
c 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW cc
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
JUTE & MESH AS PER MANUFACTURER FLOAT ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE ASSOCIATED WITH BORROW OPERATIONS. o C.)NOTES: 8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND FLEXIBLE JOINT FIRM CON!ACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES. g. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO z
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH
WITH 30 LB APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION, BARREL PIPE RECEIVE FILL SHOULD BE PROOFROLLED. THE TOP 8" OF SUBGRADE SHALL IN TENSILE STRENGTH FOR STANDARD FABRIC00
/ AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW. PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE
AND 50 LB/IN FOR EXTRA STRENGTH. 9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED REFER TO TABLE FOR REQUIRED LENGTH. BE COMPACTED TO AT LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM Q o �'
,JOINTS ARE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. IN NO CASE 0 cV
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR RUTS EXCESSIVELY
It
NECESSARY, LAP FABRIC POST TO POST. OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AFTER THE EMBANKMENT IS COMPLETE. SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, SILTY OR CLAYEY O
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE AND SEEDING RATES. 5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURER INSTRUCTIONS, OR -
SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SIP, SM, OR SC. FILL Z
j
SELF-FASTENER STEEL ANGLE TYPE. 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND AS DESIGNED. MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE PLACED IN
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. OUTLET END 6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95% OF THE
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE: CONNECT TO OUTLET STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH THE >
TEMPORARY SILT FENCE 20% CARPET GRASS PIPE OR RISER. FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE JOINT TO UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE >
THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT T STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN
NTS 24% BERMUDA GRASS REFER TO TABLE FOR SUPPORT. BE SURE TO ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE Z
20% TURF FESCUE 10% CREEPING RED FESCUE REQUIRED DIAMETER SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE
24% ANNUAL RYE GRAIN MAINTENANCE. PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98% W
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER 7, EARTHEN SPILLWAYS---INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY' (ASTM D-698) WITH Z O
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH V
GERMINATION SHALL BE A MIN. OF 85%. DESIGN4 WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION OF SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD BE LINED AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12
GRADING. CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR STANDARD SKIMMER DETAIL (FAIRCLOTH) WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE INCHES OF IN-PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% 0 J U
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF N.T.S. WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS Z
DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE m Q C
UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE. 8-INCfH STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL G N R U)
THE SILOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE IS TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED J
ONE PIECE, NOT JOINED OR SPLICED; OTHERWISE WATER CAN GET UNDER THE REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL Q , J Z
FABRIC;, IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN SUCH v D
THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED, A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES. SEE W Z "
NPDES STABILIZATION TIMEFRAMES THE UPPER SECTION(S) SHOULD OVERLAP THE LOWER SECTION(S) SO THAT WATER STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE 9• LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO J m
SITE AREA DESCRIPTION STABILIZATION TIMEFRiAME EXCEPTIONS FABRIC; IN A TRENCH WITH STAPLES OR PINS. (ADAPTED FROM "A MANUAL FOR CONSTRUCT HIS WORK.
O DESIGNJING, INSTALLING AND MAINTAINING SKIMMER SEDIMENT BASINS." FEBRUARY, 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
OP PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE OF EXISTING UTILITIES DURING CONSTRUCTION.
Q 1999. 1. W. FAIRCLOTH & SON.). 11. EXISTING BOUNDARY INFORMATION BY GIS & AERIAL PHOTOGRAPHY AND
��G O 8, INI LETS-DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION.HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE PROVIDED BY OWNER.
J USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT
Q 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
IF SLOPES ARE 10, OR LESS IN LENGTH AND ARE NOT SEDIMENT LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF cn
SO' SLOPES STEEPER THAN 3:1 7 DAYS 00
,y��N STEEPER THAN 2:1, 14 DAYS ARE ALLOWED TRAP (EFFICIENCY (REFERENCES: RUNOFF CONTROL MEASURES AND OUTLET W �
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH PROTECTION. RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
O I APPLICABLE AGENCIES AND AUTHORITIES. U CA
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HQW ZONES 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL 1j
9. EROSION CONTROL-CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA CONFORM TO NCDOT STANDARDS. W �-+ U
IS MINIIMIZED. DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE 15. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, Z
O EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY
EMBANIKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE 16. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK O u
PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION (REFERENCES: SURFACE CONDITION.
STAB IL.IZATION). (�
10. IINSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65, POROUS BAFFLES. Z p
6" MIN. GENERAL NOTES: CLASS A STONE 1 1, AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY Q H r"
EROSION CONTROL NOTES AND MAINTENANCE PLAN
2" - 3" STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. 1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR W W
�`L DETERMINE BORROW PIT DEWATERING BASIN SIZE USING SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY Z
COARSE AGGREGATE V = 8.0203 * Q * T, WHERE V IS VOLUME (FT3), Q IS FILTRATION STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, Z x
(REFERENCES: SURFACE STABILIZATION). Z
PUMP FLOW RATE (GPM), AND T IS DEWATERING TIME (HR). GEOTEXTILE BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF M
USE MAXIMUM FLOW RATE OF 1000 GPM AND A MINIMUM EVERY HALF-INCH RAINFALL. G1
DEWATERING TIME OF 2 HOURS.
MAINTENANCE 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL
BE PERIODICALLY TOP-DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE
TEMPORARY GRAVELSHALL NON_ STONE ENERGYRISER INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO
MATERIAL WITH FLASHBOARD OPTON, SMOOTH OR CORRUGATED STEEL POST DISSIPATOR (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE
CONSTRUCTION ENTRANCE REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN OBJECTIONABLE MATERIAL SPILLED WASHED OR TRACKED ONTO THE
NTS CONSTRUCT THE COIR FIBER BAFFLE IN ACCORDANCE WITH ROADWAY SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL CONSTRUCTION ENTRANCE OR ROADWAYS.
STANDARD DRAWING 1640.01 AND WITH MATERIAL THAT MEETS THE THE SKIMMER TO ONE SIDE 80 THAT THE SEDIMENT UNDERNEATH IT CAN BE 3. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE
SPECIFICATIONS OF ROADWAY STANDARD 1060-14. EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES
THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN
PROVIDE 5' STEEL POST OF THE SELF-FASTENER ANGLE STEEL TYPE. OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A
INSTALL STEEL POSTS WITH NO MORE THAN 3' OF THE POST APPEARING SWALE.
ABOVE THE GROUND. „ „ REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN
1/4 L IS FLOWING UNDERNEATH OR AROUND THEM. IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS
ATTACH THE COIR FIBER MAT TO THE STEEL POSTS WITH WIRE OR NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. STAKE oN 0
OTHER ACCEPTABLE MEANS AND STAPLED INTO THE BOTTOM AND SIDE „=2"W" MIN. RISER IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH FABRIC,
SLOPES OF THE BASIN WITH 12" STAPLES. USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN N "'
DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE STANDARD STRENGTH FABRIC AND WIRE BACKING AIRE USED. IF ROCK FILTERS U N
INSTALL TYPE 2 GEOTEXTILE ON SIDE SLOPES AND BOTTOM OF BASIN AT SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK ARE DESIGNED AT LOW POINTS IN THE SEDIMENT FENCE, THE ROCK WILL BE
INLET AS SHOWN IN THE DETAIL. THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE REPAIRED OR REPLACED IF IT BECOMES HALF-FULL. OF SEDIMENT, NO LONGER U z o
DEBRIS. DRAINS AS DESIGNED OR IS DAMAGED. CN
USE THE TYPICAL SECTION SHOWN FOR THE BORROW PIT DEWATERING 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND W
BASIN AS A GUIDE. THE BASIN MAY HAVE ANY TYPE CONFIGURATION AS EARTH DIKE IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED MULCHED, ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN, TO W Z
LONG AS SUFFICIENT VOLUME IS PROVIDED AND PROVISIONS ARE MADE AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY-FLUSHING WITH MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL BE a O
FOR A NON-PERFORATED RISER. PLAN WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. STABILIZED WITHIN 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE STABILIZED ; W
WITHIN 15 WORKING DAYS. : WATER QUALITY REQUIRES ALL SEEDED AREAS W a
DO NO EXCEED 3.5 FT. IN HEIGHT FOR THE EARTH DIKES REQUIRED FOR CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED WILL BE FERTILIZED, RESEEDED AS NECESSARY AND MULCHED ACCORDING TO
TOP BANK ELEV. BORROW PIT DEWATERING BASIN. REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VARIES FROM 38' TO 30' EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE VEGETATIVE COVER. ALL PERIMETER DIKES, SWALES, HORIZONTAL TO ' DITCHES,
THE BORROW PIT DEWATERING BASIN SIZE IS VARIABLE AND DEPENDENT ; EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS PERIMETER SLOPES, ALL SLOPES STEEPER THAN 3 VERTICAL (3:1) AND ALL N
ON SPECIFIC SITE REQUIREMENTS AS WELL AS PROPOSED CONSTRUCTION co IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND HIGH QUALITY WATER (HQW) ZONES SHALL BE ' 1 PROVIDED TEMPORARY OR
y OPERATIONS. 1.0 f 1.0 t POOL AREAS. PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT
MINE RECLAMATION 11 FINAL NORMAL WATER ELEVATION SUBMIT THE SIZE, LOCATION AND RISER PIPE MATERIAL FOR APPROVAL 1 -1- IN ANY EVENT WITHIN SEVEN (7) CALENDAR DAYS FROM THE LAST W
BACKSLOPE 3 1 T FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL LAND-DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED r h
AVERAGE PRIOR TO CONSTRUCTION. 1 1 M I '� PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
DEPTH = 25' PLUGGING WITH ICE.
PUMP THE EFFLUENT INTO THE BORROW PIT DEWATERING BASIN TO A PRACTICABLE BUT IN ANY EVENT WITHIN FOURTEEN (14) CALENDAR DAYS FROM
1� THE LAST LAND-DISTURBING ACTIVITY. o? �"{ o
MAXIMUM DEPTH OF 6 IN. BELOW TOP OF THE EARTH DIKE. UNCLASSIFIED
2 �? EARTH MATERIAL ANTI-SEEP 6. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE
BOTTOM ELEV, VARIES STEEL POSTS o0
PROVIDE A STONE ENERGY DISSIPATER PAD AT THE OUTLET OF THE COLLAR PUMPS, TANKS, HOSES AND INJECT SYSTEMS WILL BE CHECKED FOR F, N 'n
PUMP DISCHARGE HOSE AND OUTLET OF THE RISER BARREL IN VARIABLE PROBLEMS OR TURBID DISCHARGES DAILY. 1�J W U �
MINE SLOPE & RECLAMATION CROSS SECTION W/O DITCH.D E WITH ROADWAY STANDARD DRAWING 876.02 FOR OUTLET BCOIR AFFLEILTER -1 z Z
TYPICAL SECTION VIEW F� `n Z
NTS BAFFLE CONSTRUCTION SPECIFICATION �'
NOTES: 000
Z W
1. DEPTH OF MINE WILL BE DICTATED B',Y SUITABLE MATERIAL VSECOND CHAMBER OUTLET ZONE 1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE Z
BORROW PIT DEWATERING BASIN DETAIL FIRST CHAMBER
2. AT RECLAMATION ALL BANKS ABOVE (NORMAL WATER WILL BE INLET ZONE 25% OF SURFACE 25% OF SURFACE AREA TO SIDE. O a O
SLOPED & GRADED AT 4:1 & STABILIZED WITH GRASSING. 25% OF SURFACE
25% OF SURFACE AREA AREA 2. INSTALL POSTS OR SAW HORSES ACROSS THE WIDTH OF THE SEDIMENT TRAP
AREA (PRACTICE 6.62, SEDIMENT FENCE). z
3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED A
MAXIMUM OF 4 FEET APART, AND INSTALLED UP THE SIDES OF THE BASIN AS WELL.
THE TOP OF THE FABRIC SHOULD BE 6 INCHES HIGHER THAN THE INVERT OF THE
5' CREST WIDTH SPILLWAY. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE
EXTEND 9 GAUGE TO BERMS.
BASIN SIDE OR INSTALL OUTLET STRUCTURE
T-POST TO ANCHOR SEE DETAIL 4. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET
BAFFLE TO SIDE OF DISCHARGE POINT. BASINS LESS THAN 20 FEET IN LENGTH MAY USE 2 BAFFLES.
DRAPE BAFFLE MATERIAL OVER WIRE BASIN AND SECURE TO SD PIPE CONTINUES
INFLOW TO OUTLET LOCATION 5, WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE
STRAND AND SECURE WITH PLASTIC TIES VERTICAL POST � W Licence#C-3641
STRUCTURE y D D MEASURE TO PREVENT SAGGING.
AT POSTS AND ON WIRE EVERY 12" �- 4' MAX. -I T' � 18011
rr INEMEN rn m 6. WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIR MATERIAL, OVER A
SAWHORSE OR THE TOP WIRE. HAMMER REBAR INTO THE SAWHORSE LEGS FOR
ANCHORING. THE FABRIC SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN THE
9 GAUGE MIN. HIGH 3' MIN. = VARIABLE DEPTH WEAVE. ATTACH FABRIC TO A ROPE AND A SUPPORT STRUCTURE WITH ZIP TIES, DES. JPN
SLOPERIPRA DRAIN
TENSION WIRE STRAND I = SLOPE
1 WIRE, OR STAPLES. CKD. JPN
SHALL BE SECURED SECURE BOTTOM OF BAFFLE TO 7. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH DRAW ZAC
TO POST TO SUPPORT I lilt Ill_ _ Ill_- = I GROUND WITH 12" STAPLES AT EARTHEN EMBANKMENT OR PINNED WITH 8-INCH EROSION CONTROL MATTING STAPLES.
BAFFLE MATERIAL 12" MAXIMUM SPACING WITH STABILIZED SIDE SKIMMER SEE DETAIL DATE 10 20 23
BAFFLE MATERIAL SLOPES CONNECT SKIMMER TO 8. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN. / /
BAFFLE MATERIAL OUTLET ORIFICE.
REMOVE SKIMMER AND MAINTENANCE
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RETURN BASIN AND %% .� A i
NOTES: * IF THE TEMPORARY SEDIMENT OUTLET STRUCTURE TO .`% '• •� ��
1. MINING TO COMMENCE ON AN AS NEEDED BASIS. BASIN WILL BE CONVERTED TO A 11 GAUGE INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY 110
STORMWATER DESIGN REQUIRED REPAIRS IMMEDIATELY. 1.10
2. RECLAMATION IS REQUIRED PRIOR TO MINE CLOSE OUT. PERMANENT STORMWATER BASIN LANDSCAPING 2 •y
3. NO PERMANENT STRUCTURES OR PERMANENT EMPLOYEES ARE OF GREATER DEPTH, THE BAFFLE STAPLE EMERGENCY CONDITIONS SEAL r:�
PROPOSED ON SITE. HEIGHT SHOULD BE BASED ON _ _ SPILLWAY CONSTRUCTION BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE 4. THE HOURS OF OPERATION WILL BE MONDAY THRU FRIDAY FROM 7:30 THE POOL DEPTH DURING USE AS _ COMPLETION. COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. 041620
AM TO 5:00 PM. A TEMPORARY SEDIMENT BASIN. III=III= I I I I I NEW=I : •. 04IQ�?A��,
5. BUFFERS SHALL BE NATURAL VEGETATION SUPPLEMENTED WITH REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE '�� 0�•.•N �N �••�����
PLANTINGS AS NOTE: INSTALL THREE (3) COIR FIBER BAFFLES POROUS BAFFLES IN A SEDIMENT BASIN. THE FLOW IS DISTRIBUTED EVENLY STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE s'F ""'• �.P��`�
NECESSARY TO MEET REQUIREMENTS. IN BASINS AT DRAINAGE OUTLETS WITH A ACROSS THE BASIN TO REDUCE FLOW RATES AND TURBULENCE, RESULTING BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. 10 H K•
�i 8 �
6. A 30FT ACCESS EASEMENT SHALL BE PROVIDED FOR ALL MINES TO SPACING OF 1/4 THE BASIN LENGTH. TWO (2) IN GREATER SEDIMENT RETENTION. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
ALLOW COIR FIBER BAFFLES CAN BE INSTALLED IN AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE
ACCESS TO NEW BRITTON HWY E ALONG THE EXISTING HAUL ROAD. THE BASINS LESS THAN 20 FT. IN LENGTH
7. MINE OPERATOR SHALL USE A WATER TRUCK TO CONTROL DUST ALONG WITH A SPACING OF 1/3 THE BASIN LENGTH. TYPICAL SKIMMER SEDIMENT BASIN & POROUS BAFFLE DETAIL ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO
THE HAUL GRADE, AND STABILIZE IT.
ROAD AS NECESSARY.
FIGURE 6.65b COIR FIBER BAFFLE DETAIL NTS
CROSS SECTION( OF A POROUS BAFFLE IN NOTE: SEE PLAN FOR BAFFLE LOCATIONS. C4
A SEDIMENT BASIN.

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SHEET 7 OF 9
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