20221230_Mine_Maps

Winston- ""Oos u.
S J'em Greensboro Elizabeth City*
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( AUDREY C FRIZZELL
( PIN: 030410 01013 4
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( DB 1254 P33 ZONE: RA
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FANNIE BUCHANAN FEATHER,STONE I I } l
ECM PIN: 030410 01100 } I I
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- PIN: 030410 01129
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ALL HOUSE,OF PRAYER
PK03041001011 / =-- !A\�V+1 RA
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E � E Pp E/ E/ / E -- E% I.
�� A VEGETATED 4,5' UN�AV/ATED
ROP 4'
BUFFER (0.85 AC) `+
BERM
475 M \ \
30'
PERMIT BOUNDARY--k
LIMITS OF DISTURBANCE
(10.54 AC) i
12 iI
HOWELL LAND CO, LLC
PIN: 030410 01001
DB 1331 PG 192
ZONE: RA
25'UNDISTURBED
BUFFER (1.23 AC) -
I
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I
MINE BOUNDARY
(8.00 AC.)�
/
/
/
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10.83 ACRES
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LYNDON B FRIZZELL
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PIN: 030410 01010
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DB 1736 PG 58
ZONE: RA
-
4' VEGETAT D /
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EROSION CONTROL NOTES:
CONSTRUCTION SCHEDULE
1.
EROSION CONTROL MEASURES ARE GENERAL IN NATURE.
1.
FLAG CONSTRUCTION LIMITS.
CONTRACTOR IS RESPONSIBLE FOR ADDITIONAL MEASURES AS
2•
INSTALL SEDIMENT FENCE.
REQUIRED TO PREVENT ON- OR OFF -SITE RUNOFF AND EROSION.
3.
CONSTRUCT DRIVEWAY, INSTALL PIPE, INLET PROTECTION,
2.
ALL INLETS TO HAVE INLET PROTECTION INSTALLED
AND RIP RAP APRON.
IMMEDIATELY AFTER INLET HAS BEEN CONSTRUCTED.
4.
INSTALL GRAVEL CONSTRUCTION ENTRANCE/EXIT & INSTALL
3.
CONTRACTOR IS RESPONSIBLE FOR INSPECTION OF ALL
GATE WITH LOCK.
EROSION AND SEDIMENT CONTROL PRACTICES WEEKLY &
5.
CLEAR LAND, STRIP & STOCKPILE LAYER OF TOPSOIL.
AFTER ALL RAIN EVENTS. NEEDED REPAIRS ARE TO BE
6.
CONSTRUCT BERMS FROM STOCKPILE OVERBURDEN.
COMPLETED IMMEDIATELY. REMOVE ACCUMULATED SEDIMENT
7.
PREPARE BERMS FOR SEEDING, LIME, AND FERTILIZING.
AND LEGALLY DISPOSE.
8.
COMPLETE SEEDING, LIME, AND FERTILIZING.
4.
TOPSOIL TO BE STORED ON -SITE; DURING CONSTRUCTION,
E 1
PROTECT STOCKPILE WITH SEDIMENT BARRIERS AND TARPS AS
I.
BEGIN EXCAVATING PIT.
NECESSARY. SPREAD TOPSOIL EVENLY OVER DISTURBED
11.
APPLY FOR LCID PERMIT
AREAS DURING FINAL GRADING.
12.
KNOCK DOWN BERMS. STOCKPILE SOIL FOR USE IN LCID.
5.
EXPOSED SLOPES SHALL HAVE APPROVED GROUNDCOVER
13.
BEGIN PROCESS TO FILL IN PIT.
WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY
PHASE OF GRADING. ALL DISTURBED AREAS SHALL BE
15.
PREPARE AREAS FOR SEEDING, LIME, AND FERTILIZING.
STABILIZED WITH PERMANENT GROUND COVER WITHIN 15
16.
COMPLETE SEEDING, LIME, AND FERTILIZING.
WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS
17.
RESEED AREAS AS REQUIRED.
SHORTER) FOLLOWING CONSTRUCTION OR DEVELOPMENT.
18.
WHEN SITE IS STABILIZED, REMOVE TEMPORARY SEDIMENT
SEE SEEDING CHART FOR DETAILS.
CONTROL MEASURES.
6.
DURING TREE REMOVAL. CHIP ALL SUITABLE TREES, BRUSH.
AND STUMPS, STOCKPILE CHIPPED MATERIAL AND USE FOR
MULCHING AND STABILIZATION.
•
-BOTTOM OF PI
25' UNDI3AW
BUFFER (1.23 AC)
Zg6
PROPERTY OWNER & APPLICANT:
LYNDON B FRIZZELL
III BOX 221
Durham Wilson
I WAGRAM, NC 28396 Asheville *RALEIGH •Greenville
Vass • Goldsboro
SURVEY DATA BY: Charlotte Fayetteville
I JOHN MCLEAN LAND SURVEYING l.eurinbm
604 PEDEN STREET umbel or,
Eliza b We
WAGRAM, NC 29396 i'�g P
T ERDEE Wilmington
[phone]
�U ERTO< �G
e
I � xaaMraa
305 N. Chippewa Street
Lumberton, NC 28358
�e? Office: [phone]
rc Po �
SITE Fax: [phone]
I = s Email:
{ I [e-mail]
Licensure #: C-0793
I I - p0.GH M``�NPo
� r TO LAU
1
VICINITY MAP NORTH
SITE NOTES / R
1. TOTAL ACRES: 10.54 AC \•�•/
2, ZONE: RA
I I O 3. ALL ELEVATIONS ARE NAVD88. ■
I j I 6 4. THIS PROPERTY IS DETERMINED TO BE OUT OF THE 0.2% �d i ■ e Q
I I I ANNUAL CHANCE FLOOD PLAIN ACCORDING TO F.I.R.M. MAP # 0 �..Y.
I TONY HAR+RINGTON 3710846000K DATED DECEMBER 16, 2003. U_ Z
I JACQUELINE HARRINGTON 5. EXISTING INSTALLATIONS (SUCH AS WATER MAINS/LINES, Z
PIN: 030410 01024 o
I t GAS MAINS/LINES, SEWER MAINS/LINES, TELEPHONE LINES, Q J
i DB 1531 PG 0001 _ POWER LINES, AND UTILITY STRUCTURES IN THE VICINITY OF J -1 ® a Z
I i ZONE: RA - - - THE WORK TO BE DONE) ARE INDICATED ON THE DRAWING
ONLY TO THE EXTENT THAT SUCH INFORMATION HAS BEEN N C U
L - - - - - - MADE AVAILABLE TO OR DISCOVERED BY ANDERSON ~ N Q O
ENGINEERING & ASSOCIATES, P.A. THERE IS NO GUARANTEE W = U
AS TO THE ACCURACY OR COMMPLETENESS OF ShI�6`,IrM1 CC LL � � .-
{ I \ \ CHRIS McCALLUM INFORMATION. ALL SUCH RESPONSIBILITY FOR THE G
I ad 1 I \ \ \ MICHELLE MORRISON ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY IZ Z o O Z
sI } \ \ PIN: 030410 01023 DISCLAIMED. o O Z J L \ DB 1728 PG 308 J Q
\ y� ZONE: RA 6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LL1
I LOCATING ALL EXISTING INSTALLATIONS. Z
p
I ` I ROVIDE SEDIME�IT-FENC - - 7. SEE SHEET C001 EXISTING CONDITIONS FOR PROPERTY LINE W J �
1 T
RM BEARINGS & DISTANCES. Q
8. MATERIAL TO BE MINED WITHOUT THE AID OF PUMPS. NO
45' UNEXCAVATED // LLJ
I BUFFER (0.85 AC) O / 9. STORMWATER WILL INFILTRATE INTO GROUND. MINING WILL
� DANNIE KELLY
NOT BE WITHIN FOUR (4') FEET OF THE SEASONAL HIGH
C/O CYNTHIA KELLY //� WATER TABLE.
I�I D PIN: 030410 01022 /
I- T -1 DB 1236 PG 203 / , e ,
I I t I I I ZONE: RA / GENERAL CONDITIONS NOTES C..isR
Ft
{ G } ., (n 1. THE CONTRACTOR IS REQUIRED TO EXAMINE EXISTING
} I ( I I / CONDITIONS/INSTALLATIONS AND AVAILABLE INFORMATION,
{ II} i I� INCLUDING SPECIFICATIONS, BEFORE SUBMITTING A BID.
1 I I t I D L _ L J / 2. EXISTING UTILITIES (SUCH AS WATER, GAS, SEWER, CABLE,
X.I a } . ` / TELEPHONE, POWER LINES AND UTILITY STRUCTURES
RES IN THE
h=t [ I 3_2
/VICINITY OF THE WORK TO BE DONE) ARE SHOWN ON THE
1 / DRAWINGS ONLY TO THE EXTENT THAT SUCH
uunu
i N 1 i / INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED
BYANDERSON ENGINEERING &ASSOCIATES, PA. THERE IS NO
GUARANTEE AS TO THE ACCURACY OR COMPLETENESS OF THIS i ; -
INFORMATION; THEREFORE, ALL LIABILITY IS EXPRESSLY r
E / _ ti�zti
hI I i7 / DISCLAIMED. = SEAL
r I Jc M+�A
II NI [ \ 'I / I 3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR = v p
I`I t } ` r �' \ LOCATING ALL EXISTING UTILITIES. P41 ;•'"1A'G I N CO
NCO
4. ANY DELAY, ADDITIONAL WORK, FEES OR EXTRA COST TO THE °o N . A 14o
0 \ CONTRACTOR CAUSED BY OR RESULTING FROM DAMAGE TO OR
ROR ASPHALT APRON \ MODIFICATION OF EXISTING UTILITIES BY THE CONTRACTOR OR
AFFECTED UTILITY COMPANY SHALL NOT CONSTITUTE A CLAIM
FOR EXTRA WORK, ADDITIONAL PAYMENT OR DAMAGES.
The creation of authorship contained in this drawing including
/ \ 5. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING FEATURES, but not limited to ail design, text, specifications and images,
/ WILLIE HARDEN EST. are owned, except as otherwise expressly stated, by
} { & HAT IL MAE HARDEN
EST.HIN EST \ UTILITIES, AND FINISHED GRADES PRIOR TO SUBMITTING HIS Anderson Engineering & Associates, P.A. and are protected
\ BID. NO EXTRAS WILL BE PAID DUE TO UNANTICIPATED EXISTING by copyright and other intellectual property laws. This drawing
} C/O NELLIE McEACHIN CONDITIONS OR INSTALLATIONS. may not be copied, reproduced, transmitted, displayed,
PIN: 030410 01094 \ distributed, sub- licensed, altered, utilized for other projects or
' otherwise used in an manner without the
� } I DB 9V PG 271 \ LEGEND y prior written
consentof Anderson Engineering & Associates, P.A., except
tE
\ to the extent Mat se¢tln Me• consddLbx "fail-usI under die
ZONE: RACopyright Act of 1976 (17 U.S.C. §107), as amended. Project
EIR - - E.L IP R/W - - - - - - -. - �. - ��/ PROP. CONTOURS PP owner may keep one un- altered permanent copy to be used
_ _ _ , for intended project use only.
` ` 263 TEMP. GRAVEL CONSTRUCTION m�I I CL ID ' 1�a, Exlsr. coNToufts
OY ENTRANCE/EXIT N�I1 I PERMITBOUNDARY
1 1 I I N t I PIT BOUNDARY
RAN -1
1O PROP. HAUL ROAD SITE PLAN
R/
WILLIAM WHITFIELD NEWTON
& WIFE SHANNON R NEWTON
PIN: 030410 01009
DB 1464 PG 195
ZONE: RA
�I ALL HOUSE OF PRAYER
QUARRY � SIDE
SIDE (~
TEMP. SEDIMENT FENCE,
3:1 I PERMIT BOUNDARY &
1 4' IGRASSED PROPERTY LINE
L_-------- ---' u u w
12
z MINING
PIT 3:1
16' HAUL RD 30'
TYPICAL BERM CROSS-SECTION A - A
NTS
TOP OF BERM
-TREES/SHRUBS
is iq
cc
w-
C7 SIDE SLOPE
CJ00' OF BERM
NOTES
0 1. TREES SHALL BE OF THE
0 SPECIES MYRICA
No CERIFERA (WAX MYRTLE)
cn OR APPROVED EQUAL.
2. TREES SHALL BE 5
'GAL'LDN.
TYPICAL BERM PLAN VIEW
- NTS
TEMP. GRAVEL CONSTRUCTION
ENTRANCE/EXIT
PROVIDE GATE
WITH LOCK
PROVIDE 40LF OF 15"1
CLASS IV RCP + FES
SLOPE @ 0.25%
INV. OUT=282.27'
PROVIDE RIP RAP
APRON #1
�6C PROP. UNEXCAVATED BUFFER
CATHERINE NEWTON & PROP. UNDISTURBED BUFFER
HUSBAND MARSHALL CRAIG DUNLAP
C/O WIN NEWTON
PIN: 030410 0100901
DB 1466 PG 188
ZONE: RA
N
1
1. �.
t
1✓ ',-15' x/300' SIQHT DISTANCE f
24.00
TEMP. PIPE RtKT PROTECTION
DRIVEWAY DETAIi SCALE: 1"=20'
CATEGORY " .. . ..
.
AFFECTEDACREAG'
... .......I....I.....
TRAILINGS/SEDIMENT PONDS
0.31
STOCK PILES
0.15
PROCESSING AREA/HAUL ROADS
0.31
MINE EXCAVATION
8.00
UNEXCAVATED BUFFER (BERM)
0.54
TOTAL DISTURBED ACREAGE
9.31
...........................................................
...BUFFER..'...'....'........'.'.......'.'.'...TOTAL
ACREAGE. .
UNDISTURBED BUFFER
1.23
TOTAL BUFFER
1.23
ISSUE DATE: 10.21.2022
NO. DATE REASON
Q1 12.22.2022 NCDEQ=MINING PROGRAM REVIEW COMMENTS
ENTIRE SHEET RE -ISSUED.
®
Know what's below.
Call before you dig.
DEC 3 0 101Z
LAND QUALITY
MINING PROGRAM
SCALE: 1 =60 (HORIZ)
DRAWN BY:
FIT
CHECKED BY: LWA
PROJECT NO.: 40-1882
DRAWING FILE: 1882_1
FILE NO.: 1882
GRAPHIC SCALE
( IN FEET)
I inch = 60 ft. (Horizontal)
SHEET NO.
C 10
0 2022 Anderson Engineering & Associates, P.A.

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( AUDREY C FRIZZELL
i PIN: 030410 01013 EIR4 I I I 1
( DB 1254 PG 333 2�, I ❑ I K� ❑ I:;;; ;?
ZONE: RA
i / FANNIE BUCHANAN FEATHERSTONE I I
ECM -292_ — 2g? — / / II \ PIN: 030410 01100 I I 1 I
--- --- -- L—�—— / / N DB1087PG276
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PIN/ 030419'010J,2
/ DB 5W,PG 282' I
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TIMOTHY BOYD/— —/ -------------j TCYNTHIABOYD { 1
EC PIN: 030410 01129
i / 111 r ) ( DB 15K iPG 240
' ALL �IOUSE,OF PRAYER / I �' \ / _ — _ ZONE; RA
1\ 1
PIiV:03141001011 // / t -_ f J\`\ ) / I/ / —r ❑= __—� —
T DB 1qR PG 307 E(R
Z9NE: RA / / /` 28 2g7 PIP I-- El -- PERMIT BOUNDARY
E/—tom E / / E E E�O LIMITS OF DISTU dANCE
� I
E�0 83
PROPERTY OWNER & APPLICANT:
LYNDON B FRIZZELL
PO BOX 221
WAGRAM, NC 28396
Winston- beth City*au—
S�em Greensboro Elizabeth City
Durham Wilson
sbeville '*P-ALEIGH •Greenville
SURVEY DATA BY: •charlotte •va`s •Goldsboro
Laurinbu •(6(�
Fayetteville r„
JOHN MGLEAN LAND SURVEYING • —be oo
604 PEDEN STREET •Ehzabe wn
WAGRAM, NC 29396 r:rl P
[phone] T ERDEE Wilmington
I
I �
aHrRe
305 N. Chippewa Street
Lumberton, NC 28358
Office: [phone]
a 2.
SITE Fax: [phone]
V
z s Email:
{ [e-mail]
Licensure #: C-0793
A�Rgr,�UNRR
TO LAU
I �/IIJI�
{ I V CINITY MAP NORTH
{ A RECLAMATION NOT S
1. DURING RECLAMATION, THIS SITE WILL BE FILLED WITH DEBRIS
1 FROM CONSTRUCTION DELIVERIES FROM EDGE GRADING AND
I HAULING ONLY. NO COMMERCIAL OR OTHER PRIVATE COMPANIES
{ I 6 SHALL UTILIZE THIS LCID.
1 ❑ 2. TYPES OF MATERIALS ALLOWED IN THE LCID ARE THE FOLLOWING: 0
I I LAND CLEARING WASTE, YARD WASTE, UNTREATED & UNPAINTED
TONY HARRINGTON LL
JACQUELINE HARRINGTON WOOD, UNCONTAMINATED SOIL, INERT DEBRIS SUCH AS
{ PIN: LINE HA RING UNPAINTED ROCK, BRICK, CONCRETE, & CONCRETE BLOCK, AND Z
DB 1531 PG 0001 ASPHALT. J
ZONE: RA _ _ 3. THE LCID APPLICATION PERMITTING PROCESS WILL BEGIN WITHIN a W
{ — — — — — ONE YEAR OF THE MINING PROCESS COMING TO A CLOSE. MINING N
WILL END WHEN IT REACHES A DEPTH NO MORE THAN FOUR FEET N
ABOVE THE SEASONAL HIGH WATER TABLE. Z
4. SOLID WASTE WILL BEGIN TO BE DISPOSED OF UPON RECEIPT OF La
CHRIS McCALLUM L( Ir oco^p' 'N ^ ^'` SHALL BE COVERED WITH ONE FOOT OF
� t\ -
MICHELLE MORRISON SUITABLE SOIL AT LEAST ONCE A MONTH OR WHEN THE ACTIVE a Z
PIN: 030410 01023 AREA REACHES ONE ACRE, WHICHEVER OCCURS FIRST.
t41 ) \ \ DB 1728 PG 308 5. THE FACILITY WILL MAINTAIN A SUPPLY OF COVER MATERIAL O
1 \
L y, ZONE: RA — ADEQUATE TO COVER THE WORKING FACE IN CASE OF AN LLI Z
EMERGENCY OR FIRE AT ALL TIMES.
ROVIDE SEDIMENITENCE — 6. VEGETATED GROUND COVER SUFFICIENT TO CONTROL EROSION LW �=
AT-TH� OF BERM 0
SHALL BE ESTABLISHED WITHIN 30 WORKING DAYS UPON
I ' COMPLETION OF ANY PHASE OF LCID DEVELOPMENT OR AS L1J
ADDRESS ON THE APPROVED EROSION AND SEDIMENTATION �--
/
CONTROL PERMIT
HOWELL LAND CO, LLC
PIN: 030410 01001 C
DB 1331 PG 192
ZONE: RA IL
i
25' UNDISTURBED
BUFFER (1.23 AC) —
i
I
MINE BOUNDARY
(8.00 AC.)
/
FA
OgRMS ARE/TO BE KNOCKED DO W I DANNIE KELLY 7. WITHIN 120 CALENDAR DAYS AFTER COMPLETION OF FINAL
/ I I 150 /AND STOCKPILED POR USE IN LCID I C/O CYNTHIA KELLY / DISPOSAL OPERATIONS, THE DISPOSAL AREA MUST BE CLOSED
SLOPE INWARD
- h t { = PIN: 030410 01022 / AND COVERED WITH A MINIMUM OF ONE FOOT OF SUITABLE SOIL
� ;j"' e� ' I �a ' / / I \ \ ' t N ,{ i I— T _ 1. DB 1236 PG 203
co/ COVER SLOPED TO ALLOW SURFACE WATER RUNOFF.
10.83ACRES
?sg, \\ // LYNDON B FRIZZELL
PIN: 030410 01010
DB 1736 PG 58
ZONE: RA
/1
vro
__
i
2 3
rp
292- 291 'Fg° r % . 25' UNEXC,AVATED ..- --- --- —
r BUFFER i EIR
-283
WILLIAM WHITFIELD NEWTON
& WIFE SHANNON R NEWTON
PIN: 030410 01009
DB 1464 PG 195
ZONE: RA
I I ZONE: RA /
i s 10
I
L_LJ /
1
/
{00
/
1
/
WILLIE HARDEN EST. \
& HATTIE MAE McEACHIN EST \
{
C/O NELLIE McEACHIN \
. 'I I
PIN: 030410 01094 \
j
DB 9V PG 271 \
1
ZONE: RA
II tp EIPR/W
----------t-
I
60� R/�1
t( {
CATHERINE NEWTON &
[
HUSBAND MARSHALL CRAIG DUNLAP
I"'''°'`''"'
C/0 WW NEWTON
PIN: 030410 0100901
DB 1466 PG 188
ZONE: RA
R ,
R
I
II MINE BOUNDARY
PERMIT BOUNDARY I '
PERMIT BOUNDARY I I MINE BOUNDARY Al �`
I I
Al
ROP. LCI
(PERMIT TOBEAPPLIED I R -
FOR AT LEAST ONE YEAR I I �� (PERMIT TO BE APPLIED PERMIT BOUNDARY R MINE BOUNDARY I PERMIT BOUNDARY
BEFORE RECLAMATION) �, I f FOR AT LEAST ONE YEAR
-- ------ _--- 'I BEFORE RECLAMATION)
---- I I �- -- _ MINE BOUNDARY I i
NEW TOp ��HAUL
NEW TOP i SLOPE @ 0.79% ------- ----_ _ I RD i
SLOPE @ 144% �� I
XIS ET. GROUND _
+I
3:1� 3:1
3:1 +I o
+1
3:1 _6
ELEV.=283.00' _ EX. DITCH
ELEV =283.00' +I
ELEV.=2$ .0� so 0
CROSS-SECTi'Vi ts-ts 9 IUR RECLAMATION CROSS-SECTION C-C AFTER RECLAMATION I
NTS NTS
Know what's below.
Cali before you dig.
GRAPHIC SCALE
an
(IN FEET)
I inch = 60 ft. (Horizontal)
3
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The creation of authorship contained in this drawing including
but not limited to all design, text, specifications and images,
are owned, except as otherwise expressly stated, by
Anderson Engineering & Associates, P.A. and are protected
by copyright and other intellectual property laws. This drawing
may not be copied, reproduced, transmitted, displayed,
distributed, sub- licensed, altered, utilized for other projects or
otherwise used in any manner without the prior written
consent of Anderson Engineering & Associates, P.A., except
to the extent that such use constitutes 'fair use" under the
Copyright Act Of 1979(IT U'.S':C:§1`07); as amended. Project
owner may keep one un- altered permanent copy to be used
for intended project use only.
RECLAMATION PLAN
ISSUE DATE: 10.21.2022
NO. DATE REASON
0 12.22.2022 NCDEQ_MINING PROGRAM REVIEW COMMENTS
ENTIRE SHEET RE -ISSUED
SCALE: 1"=60' (HORIZ)
DRAWN BY: RT
CHECKED BY: LWA
PROJECT NO.: 40-1882
DRAWING FILE: 1882_1
FILE NO.: 1882
SHEET NO.
C1 02
© 2022 Anderson Engineering & Associates, P.A.

d5o=3" 0
TURFING SCHEDULE
dMAX.=5"0 APRON -ZERO GRADE
CLASS B RIPRAP
1. All disturbed areas shall be dressed to typical sections and plowed to a depth of 5 inches. The top
two inches shall be pulverized to provide a uniform seedbed. NOTE: Lime should be applied with
50,
necessary equipment to give uniform distribution of these materials. The hand -bucket method is
MIN.
INLET
not acceptable.
A
A
VENT
2. The following are rates and kinds of these materials to be applied PER ACRE: Select a temporary
AND permanent seed mixture based upon the dates of seeding.
3
LO
CV
Temporary Seeding:
`r
SCH 40
SPECIES RATE PER ACRE DATES
COUPLING
Rye (grain) 120 lbs. Aug. 15 -Apr. 15
a
z
CONNECTION
AR o
Kobe Lespedeza 50 lbs. Dec. 1- Apr. 15
German Millet 40lbs. Apr. 15 - Aug. 15
m PLAN
co
750 lbs Dec. 30 - Aug. 15
tr fE l
10-10-10 Fertilizer 1,000 lbs Aug. 15 - Dec. 30
iill
Ground Agricultural Limestone 4,000 lbs Jan. 1-Dec. 31
6" MIN. 2" 3" COARSE AGGREGATE
24„
THICKNESS PLACED ON FILTER FABRIC
Permanent Seeding:
6"O PVC
0 OVERFILL
SKIMMER
MAINTENANCE
SPECIES RATE PER ACRE DATES
HOSE t, INSPECT SKIMMER SEDIMENT BASIN LEASTWE ANDAFTER EACH SIGNIFICANT (ONE-HALF INCH
OR GREATER)
RAI NF'ALL EVENT AN D AIR IMMEDIATEL EMOVE SEDIMENTAND RESTORE THE BASIN
Tall Fescue 200 lbs. Sept. 1-Oct. 31
(blend of two or three or Feb. 15 - Apr. 30
_III I I=III-I I III -III -III -III -I I
-III-III-III-III-III-I 11 Il
III -I 00
TO ITS ORIGINAL DIMENSIONS WIT EDIMENTACCUMULA TO ONE-HALF THE HEIGHT OF THE FIRST
BAFFLE. PULL THE SKIMMER T E SIDE SO THAT THE SEDI UNDERNEATH IT CAN BE EXCAVATED.
mproved varieties)
=III -III I I I=III-I I I -I I I-III=III-III
III -II
EXCAVATE
THE SEDIMENT F THE ENTIRE BASIN, NOT JUST A 0 THE SKIMMER OR THE FIRST CELL.
-III-) I I=III-III-III-III-III-III- - - -
-I)
III -I I 1 I -�
Construction:
Maintenance:MAKE
SURE VEGETATION. ING IN THE BOTTOM OF THE BASIN NOT HOLD DOWN THE SKIMMER.
Rye (grain) 25 lbs. Sept. 1- Oct. 31
=1 I I=1 I I=1 -III=1 1=1 I f=1I 1=1 1=1 I =1 I 1=1 I I III -I
I III -III
1.
Clear the entrance and exit area of all 1. Per NCG-01 inspect at least once a week and
2 IF THE SKIMMER IS GGED WITH TRASH AND THERE IS WATER IN T SIN, USUALLY JERKING ON
or Feb. 15 - Apr. 30
SECTION A -A
FILTER FABRIC
vegetation, roots, and other objectionable after each 1 inch or greater rainfall; make any
THE ROPE WILL M HE SKIMMER BOB UP AND DOWN AND DISLODGE T BRIS AND RESTORE FLOW
Centipede Grass 2D lbs. March -June
OR FILTER BLANKET
material and properly grade It. required repairs immediately.
IF THIS DOES N ORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BAS D REMOVE THE DEBRIS.
10-10-10 Fertilizer 1,000 lbs Sept. 1-Oct. 31
2.
Place the gravel to the specific grade and 2. Maintain the gravel pad in a condition to prevent
ALSO CHECK
ORIFICE INSIDETHE SKIMMERTO SEE IF IT IS CLOGGED; IF SO, OVE THE DEBRIS.
' or Feb. 15 - Apr. 30
-- - - - -
dimensions shown on the plans, and smooth mud or sediment from leaving the construction
3 IF TH
MER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOV D THE _
Ground Agricultural Limestone 4,000 Ibs Sept. 1- Oct. 31
RIPRAP APRON MAINTENANCE
it. site. This may require periodic topdressing with 2
OBST
ION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER BE EAND REPLACE
or Feb. 15 -Apr. 30
1. INSPECT RIPRAP OUTLET STRUCTURES WEEKLY
AND AFTER
3.
Provide drainage to carry water to a sediment inch stone.
TH RICE
BEFORE REPOSITIONING THE SKIMMER.
3. Seeded area shall be cultipacked to firm seedbed and to cover seed.
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO SEE IF
trap or other suitable outlet. 3. Immediately remove all objectionable materials
REEZING
WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTI s ouLD
ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE
4.
Use geotextile fabrics in order to improve spilled, washed Or tracked onto public roadways.
E TAKEN
IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE
4. Grain straw shall be applied over seeded areas as mulch. No bare ground shall be visible in the mulched
OR IF STONES HAVE BEEN DISLODGED.
stability of the foundation in locations subject
area if proper installation is achieved. Thick clumps of straw are not permissible as uniform coverage
2. IMMEDIATELY MAKE ALL REPAIRS TO PREVENT FURTHER DAMAGE.
to seepage or high water table.
is expected. Straw shall be applied at a minimum of 4,000 lbs. per acre.
e mulched
ll
th
straw
nt to
here
5. Thchtreaments
erosi
3. RIP RAP APRON WITH WELL-DEFINED CHANNEL NTS
6 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT NTS
3.5" FAIRCLOTH SKIMMER With 3" ORIFICE
all be sedindwiswherestee gradeiceouldca cause
6. Ditch treatment shall be used in areas where steep grades could cause ditch erosion. Use of Jute
n. Use of Jute
.mesh. excelsior matting or fiberglass roving is acceptable- Ditch treatrent should be installed
-
AFTER mulching operation.
Construction:
7. Temporary ground cover on perimeter dikes, swales, ditches, and slopes shall be seeded, fertilized,
1. Construct the sediment barrier of standard strength or extra strength synthetic filter fabrics.
and mulched sufficient to prevent erosion within 7 calendar days of completion of any phase of grading.
2. Ensure that the height of the sediment fence does not exceed 24 inches above the ground.
(Higher fences may impound volumes of water sufficient to cause failure of the structure)
8. Temporary ground cover on slopes 3:1 or flatter that are less than 50 feet in length and all other
3. Construct the filter fabric from a continuous roll cut to the length of the barrier to avoid
disturbed areas with slopes flatter than 4:1 shall be seeded, fertilized, and mulched sufficient to prevent
joints. When joints are necessary, securely fasten the filter cloth only at a support post with
erosion within 14 calendar days of completion of any phase of grading.
8' MAX. STD. STRENGTH FABRIC
4 feet minimum overlap to the next post.
FLAG CONSTRUCTION LIMITS.
STEEL POSTS
w/WIRE FENCE
4. Support standard strength filter fabric b wire mesh fastened secure) to the upslope side
ppo s s g y y2.
INSTAL L SEDIMENT FENCE.
9. Permanent ground cover sufficient to restrain erosion should be provided on all areas disturbed
SUPPORT WIRE MAX. 8' APART
of the posts. Extend the wire mesh support to the bottom of the trench. Fasten the wire
3.
CONSTRUCT DRIVEWAY, INSTALL PIPE, INLET PROTECTION,
during this project within 15 working days or 90 calendar days, whichever period is shorter, following
6' MAX. EXTRA STRENGTH
reinforcement, then fabric on the upslope side of the fence post. Wire or plastic zip ties
AND RIP RAP APRON.
completion of construction.
FABRIC w/OUT WIRE FENCE
should have a minimum 50 pound tensile strength.
4.
INSTALL GRAVEL CONSTRUCTION ENTRANCE/EXIT & INSTALL
5. When a wire mesh support fence is used, space posts a maximum of 8 feet apart. Supports
GATE WITH LOCK.
FILTER p
FABRIC �
should be driven secure) Into the round a minimum of 24 inches.
Y• 9
5.
CLEAR LAND, STRIP & STOCKPILE LAYER OF TOPSOIL.
MAINTENANCE SCHEDULE:
m z
6. Extra strength filter fabric with 6 foot post spacing does not require a wire mesh support
6.
CONSTRUCT BERMS FROM STOCKPILE OVERBURDEN.
o FILTER FABRIC
to
WIRE
fence. Securely fasten the filter fabric directly to posts. Wire or plastic zip ties should have a
7.
PREPARE BERMS FOR SEEDING, LIME, AND FERTILIZING.
1. All erosion and sediment control practices will be checked for stability and
p Y
w 24" MAX ABOVE
BACKFILL &COMPACT cD
FENCE
minimum of 50 pound tensile strength.
8.
COMPLETE SEEDING, LIME, AND FERTILIZING.
operation following every storm event, but in no case, less than once every
X GROUND SURFACE
THOROUGHLY
S<Op
7. Excavate the trench approximately 4 inches wide and 8 inches deep along the proposed
pp Y p g p p
line the from the barrier.
9.
10.
RESEED AS REQUIRED.
Q
BEGIN EXCAVATING PIT.
week. Any repairs or cleaning necessary to maintain erosion and sediment
F
18" 24" MAX
of posts and upslope
control practices shall be completed immediately. Record of weekly
_
-III=
PLASTIC OR
Place 12 inchesfabric along the and side of the rench.
g.
11.
APPLY FOR LCID PERMIT
inspection reports are to be completed by the site superintendent and
_
I
WIRE TIES
withsoil placed over the filter fabric andtom
Backfill the trenchcompact. Thorough compaction
12.
DOWN BERMS. STOCKPILE SOIL FOR USE IN LCID.
KNOCK DO
maintained on site.
-III -III-' _
j _
POSTS 24 MIN.
of the backfill is critical to silt fence performance.
10.Do filter fabric to trees.
13.
14.
BEGIN PROCESS TO FILL IN PIT.
COMPLETE FINAL GRADING OF LANDS.
not attach existing
2. All seeded areas will be re -fertilized, re -seeded as necessary and mulched
=III-III ., - -BELOW GROUND
15.
PREPARE AREAS FOR SEEDING, LIME, AND FERTILIZING.
according to the Turfing Schedule.
- -1 SURFACE
4 III
16.
COMPLETE SEEDING, LIME, AND FERTILIZING.
III 1 I I_I - -III=
24
17.
RESEED AREAS AS REQUIRED. '
3. Maintain all measures as per detail sheet requirements and in accordance
III I I_)
Maintenance:
18.
WHEN SITE IS STABILIZED, REMOVE TEMPORARY SEDI
with manufacturer's recommendations.
I I -III= I I -III- FILTER FABRIC
I
1. Inspect sediment fences at least once a week and after each 1 inch or greater rainfall.
CONTROL MEASURES.
Make any required repairs immediately.
8" DOWN & 4" FORWARD
2. Should the fabric of a sediment fence collapse, tear, decompose, or become ineffective,
ALONG THE TRENCH
replace it promptly.
3. Remove sediment deposits as necessary to provide adequate storage volume for the next
rain and reduce pressure on the fence. Take care to avoid undermining the fence during
cleanouts.
4. Remove all fencing materials and unstable sediment deposits and bring the area to grade
and stabilize it after the contributing drainage area has been properly stabilized.
----
";TS
TURFING: SCHEDULE NTS
4
SEUkMENT FENCIE DET/>`,JdL_ NITS
8
CGNSTRUCTIGN SEQUEJACE
9" CLASS B RIPRAP
TEMPORARY SEDIMENT
BA BE CONVERTED TO A
EXTEND 9 GAUGE WIRE TO BASIN
PERM A ORMWATER
SIDE OR INSTALL T-POST TO ANCHOR
BASIN OF DEPTH, THE
BAFFLE TO SIDE OF BASIN AND SECURE
BAFFLE HEIGH BE
TO VERTICAL POST.
BASED ON THE POO
PIPE
DURING USE
gqAS�SNNA�TEM r
SEBUFRTBROM MATERIAL 0
4' MAX.
WIRE STRAND & SECURE WITH
PLASTIC TIES & ON WIRE EVERY 12"
5' 1.5'
FLOW
9 GAUGE MIN. HIGH
VARIABLE
INSTALL THREE (3) COIR FIBER BAFFLES IN BASINS
TENSION WIRE STRAND 3' MIN.*
DEPTH
AT DRAINAGE OUTLETS WITH A SPACING OF 1/4 THE
SHALL BE SECURED TO
POST TO SUPPORT
BASIN LENGTH. TWO (2) COIR FABRIC BAFFLES CAN
BAFFLE MATERIAL
BE INSTALLED IN THE BASINS LESS THAN 20 FT. IN
LENGTH WITH A SPACING OF 1/a THE BASIN LENGTH.
SECURE BOTTOM OF BAFFLE TO GROUND BAFFLE
BAFFLE MATERIAL
WITH STAPLES AT 12" MAX. SPACING
HEN (TMP)
9" CLASS B RIPRAP
CROSS-SECTION OF A POROUS BAFFLE
NKMENT
#57 STONE -\
r 1'
1 RIPRAP'(FV'��
PIPE FLOW
MAINTENANCE:
1. INSPECT BAFF LEAST ONCE A WEE
BAFFLE
AND AFT RAINFALL. MAKE ANY
MATERIAL
RE REPAIRS IMMEDIATELY.
2. AIN ACCESS TO BAFFLES. SHOULD THE
I
5' 1.5, L�
ABRIC OF A BAFFLE COLLAPSE, TEAR,
DECOMPOSE, OR BECOME INEFFECTIVE,
11 GAUGE
REPLACE IT PROMPTLY.
LANDSCAPING
STAPLE
3. REMOVE SEDIMENT DEPOSITS WHEN IT
PIPE INLET MAINTENANCE:/���/
/�/\\
REACHES HALF FULL TO PROVIDE ADEQUATE
AVOID
STORAGE VOLUME. TAKE CARE TOANOUT.
ZONE
25%OF SURFACE AREA
1. INSPECT HE BARRIER AFTER EACH RAN AND MAKE REPAIRS AS NEEDED.
���OTECTION
DAMAGING BAFFLES DURING CLEINLET
2. WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED,
���\�� '��\�
SEDIMENT DEPTH SHOULD NEVER EXCEED
FIRST CHAMBER
REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL, AND EITHER SALVAGE OR
STEEL POSTS
HALF THE DESIGNED STORAGE DEPTH.
25%OF SURFACE AREA
DISPOSE OF IT PROPERLY.
2'-0" DEPTH
4. AFTER THE DRAINAGE AREA HAS BEEN
ND CHAMBER
3. BRING THE DISTURBED AREA TO PROPER GRADE, THEN SMOOTH AND COMPACT IT.
STABILIZED, REMOVE ALL BAFFLE MATERIALS
250° FACE AREA
4. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
AND UNSTABLE SEDIMENT DEPOSITS, BRING
OUTLET ZONE
25% OF SURFACE AREA
THE AREA TO GRADE, AND STABILIZE.
2 TEMPORARY PIPE INLET PROTECTION NTS
COIR POROUS BAFFLE
DETAIL N
305 N. Chippewa Street
Lumberton, NC 28358
Office: [phone]
Fax: [phone]
Email:
[e-mail]
Licensure #: C-0793
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The creation of authorship contained in this drawing including
but not limited to all design, text, specifications and images,
are owned, except as otherwise expressly stated, by
Anderson Engineering & Associates, P.A. and are protected
by copyright and other intellectual properly laws. This drawing
may not be copied, reproduced, transmitted, displayed,
distributed, sub- licensed, altered utilized for other projects or
otherwise used in any manner without the prior written
consent of Anderson Engineering & Associates P.A., except
to the extent that such use constitutes "fair use' under the
Cnpyriprn Act of 19M 11T'UST: �"!fff), as-amsm"eb. 'ProIa t
owner may keep one un- altered permanent copy to be used
for intended project use only.
DETAILS
ISSUE DATE: 10.21.2022
NO. I DATE I REASON
12.22.2022 NCDEQ_MINING PROGRAM REVIEW COMMENTS
SCALE: NTS
DRAWN BY: FIT
CHECKED BY: LWA
PROJECT NO.: 40-1882
DRAWING FILE: 1882_1
FILE NO.: 1882
SHEET NO.
C201
0 2022 Anderson Engineering & Associates, P.A.