20230424_Mine_Maps

JOHN N COUN
O
SITE
hiR R.
¢` > CONSTRUCTION DRAWINGS
,1-
THE ONLY PURPOSE FOR REPUBLISHING
FOR THESE PLANS IS TO REVISE THE OWNERS
NAME AND ADDRESS. THE SEALED DATE
REMAINS FEBRUARY 18th, 2019
SITE VICINITY MAP
NOT TO SCALE McBRYDE
FARM PIT
IN
BENTONVILLE TOWNSHIP .,
JOHNSTON COUNTY , NC
poll
=••r0 ESS�
21094
SHEET INDEX ,N8
�pup��pN�N�r
SHEET TITLE SHEET No. REVISED APR ti < tug
2:25 pm, Feb M, 2019
MINEMAP. . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . .. . . .. . . . . . .. . . . . . . . . ... . .. . . . . .. . . ..... . .. . . . .. . . . . . . . .. .. . . . . .. . . . . . .. . .. . . . . . . . . . . ..C1
DEVELOPER/APPLICANT . RECLAMATION MAP. . . . . . . . . . . . . . . . . .. . .. . . . . . .. . . . . . ...... . . .. . . . . . .. . . .. .. .. . . .. . . . . . . .. . . . . . . . . . . . . . .. . . . . . .. .. .. . . . . .C2
EROSION CONTROL DETAILS. . . . . . . . . . . . . . . . . . . . ... . .. . . . . . . .. . . . . . . . . .. .. .. . . . . .. ... . . . .. . . . . . . . .. .. . .. . . . . . . .. .C3
BLUE RIDGE SAND OPERATIONS, LLC
8321 SIX FORKS ROAD, SUITE 201
RALEIGH, NC 27615
CONTACT/AGENT: ANDREW MINSHEW /� /�
919-hewsed 1 ADAM & HODGE
andrew@ 464-65
matthewsedgesand.comI' 'ENGINEERING, PC
314 EAST MAIN STREET
CLAYTON, NC 27520
919-243-1332 [e-mail]
FIRM#C-4187
McBRYDE
FARM PIT
BENTONVILLE TWP., JOHNSTON COUNTY, NORTH CAROLINA
AUGUST 09, 2018
CALL 4 8 HOURS BEFORE Y 0 t DIG SEPTEMBER 21, 2018 - REVISED PER DEPARTMENT OF ENVIRONMENTAL QUALITY COMMENTS
NOVEMBER 02, 2018 - REVISED PER DEPARTMENT OF ENVIRONMENTAL QUALITY COMMENTS
IANUARY 07, 2019 - REVISED PER DEPARTMENT OF ENVIRONMENTAL QUALITY COMMENTS
FEBRUARY 18, 2019 - REVISED PER DEPARTMENT OF ENVIRONMENTAL QUALITY COMMENTS(HAUL ROADS)
NORTH CARflLiNA ONE-CALL CENTER

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/ i l SITE INFORMATION w
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50'RIPARIAN / ¢y�
JOHNS N COUN BUFFER m
Q0 / /\\�� / 1. OWNER: BLUE RIDGE SAND OPERATIONS, LLC. 04 g�wpig
8321 SIX FORKS ROAD, SUITE 201 � g
/ RALEIGH, NC 27615 ri.-o
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STY BOUNDARY 5 UBJECT 2. APPLICANT: BLUE RIDGE SAND OPERATIONS, LLC.
/ -
� SITE wF PROPER 8321 SIX FORKS ROAD, SUITE 201 I- E
WI-�69 NANCY WEAVER LIPA / W 00
TAX:464309s / RALEIGH, NC 27615 W N
o I Pft 254800 25 0748 / 3. PARCEL* 254800-42-4276 - of I`
4 BOOK/PAGE U 03180/0434 I / THE ONLY PURPOSE FOR REPUBLISHING 4. COUNTY -JOHNSTON N o M q�
L Q�G ZONING:AR / 15. PIT NAME: McBRYDE FARM PIT Z ZL° ' �}
THESE PLANS IS TO REVISE THE OWNERS a - a
SUBJECT PROPERTY: 6. TAX#: 4705740 2 ZO tp N
MATHEWSAND&GRAVEL, INC. I NAME AND ADDRESS. THE SEALED DATE 7. TOTAL TRACT ACREAGE AC
PIN:254800-42-4276 , 8. TOTAL ACREAGE FOR MINE PERMIT AC
TAX 4705740 REMAINS FEBRUARY 18th 2019 g �O1 LL
9. CURRENT ZONING: AR v U o
SM`0-�a / ZONING:AR \ \ 10. ZONING IN ACREAGE FOR MINE PERMIT: 1-2-SUD Cl) c
SIC / / VARIABLE WIDTH NATURAL
GAS EASEMENT \ LINE BEARING DISTANCE
/ /. / (DB4293, PG534) \ - _ L1 N 17'00'05 E 40.26'
/ L2 N 13'11 '09" E 47.71 ' W
SITE VICINITY/MAP / ' / SUBJECT WETLANDS / L3 N 10'11 '20" E 47.74'
PROPERTY BOUNDARY WETLANDS
LIMIT \ / L4 N 06°32'43" E 48.45'
NOT TO SCALE \/ / �� L5 N 03°04'35" E 46,24'
NIF50'UNDISTURBED BUFFER �\ D&P LAND, LLC i - L6 N 00°32'56" W 46.28'
j (ADJACENT TO WETLANDS) /
i �i A Tax:a64so47T L7 N 03'48'58" W 48.28'
r 1 \ MINE PERMIT / WETLANDS j / /� \ \ PIN:254800-55-4344 I - L8 N 07.12'38" W 46.77' u
BOOWPAGE:02002/0372
L9 N 11'01 '26" W 45.47'
\ !\ \ BOUNDARY `964 /�� i \ \ ZONING:AR L10 N 13°37 50" W 44.96' a
\ \ \ >'zls4 L11 N 17°09'48" W 45.63'
EX. UTILITY YARD w
/, / �� W/CHAINLINK FENCE I I L12 N 20`00'S9" W 45.90' Y
/ 50'UNDISTURBED •� / / "� �i / I �.1
WDS 30'ACCESS EASEMENT BUFFER(TYPJ / / �� I-NON-WETLANDS
31
IMIT
E / I -
/ DB4249, PG424
�� 3 WETLANDS h" / i / \ ?• I
• KFARMS, INC , I�:�ti 3,6.. s 86.�4, 3, , % /�//,' / Ste; / r EROSION LEGEND . W
TAX:4703798 fa ��
.. _ >' �- WETLANDS _ I
\ P1N`254800-i3-5823- WIN 2
SILT
E I `�`�4 C ` `o/% •%// �\ / / 4+ ` / / / / -TEMPORARY DIVERSION
BOOK/PAGE 04526/0768 I _ \�
• -SILT FENCE
ZONING AR - - i i �� I
\ CURRENT MINING _ G\ i1 \ / /
PERMIT45149 SILT FENCE NOT \ 50'UNDISTURBED
SUN GAS IN UNDISTURBED / BUFFER(TYP.) -O-v-MM-0--0--SILT FENCE OUTLET /A
v EASEMENT PIT i HAUL BUFFER \ 3
N / (DB564, PG239) / / i /
� ,� �5 BOUNDARY ROAD M -CONSTRUCTION ENTRANCE
° 250' UNEXCAVATED HAUL i BREAK IN SILT FENCE
BUFFER LINE ROAD / FOR ACCESS. MAYBE -----EXISTING CONTOUR Q W
/ / RELOCATED. '- r / �� PROPERTY BOUNDARY —Mr -PROPOSED CONTOUR
/ �� BREAK IN SILT FENCE rn-zn
APPROX. LOCATION EARTHEN FOR ACCESS. MAY BE , //
100-YEAR FLOODPLIN /
BERM �� RELOCATED. i / 70'&20'NATURAL
/ ? 0• / / GAS EASEMENT / ,
PIT • • (GAS
4249, PG424) \ v
El
50'INGRESS, EGRESS,AND / / �$ , /
BOUNDARY ,� p0, / 0 \ / A`� / , *NOTE* ALL DITCHES LINED T NAG S150
REGRESS EASEMENT N 1 UNLESS OTHERWISE NOTED.
(PB69, PG49) p h `� :� PIT BOUNDARY �' \ \ / 50' RIPARIAN
X� /L-co c / PIT n - /
OFFICE / ` �^+� / BREAK IN SILT FENCE 250'UNEXCAVATED � BUFFER
/ `� T•., FOR ACCESS. MAYBE BUFFER LINE
RELOCATED. (INCLUDES 50'UNDISTURBED -
/ ADJACENT TO _
/ NEUSE RIVER) JJJ--- - f
MINE PERMIT I / %� ��'
Er
BOUNDARY �-
y
/ �� i\d>p, - �yrn`+►iay PIT WETLANDS _
STOCKPILE AND �yr��► BOUNDARY \ �,- 4 - Z
- - - _
WASTEPILE ZONING: f 2 SUD royrayr 00
R 14 - AREA AREA: ±106.28 ACRES
08, Sp ryy �.-.
_ WILLIFORD ROAD (SR 1200) A 6. o 235.ss PIT BOUNDARY
'-� MOBILEPLNTAND yraya s� III III III—III= 1I—III III—III—III—III—) �=
ACCESS GATE-PROPOSED BARRIER - N -87 27.20" W R 1163 ` PROCESSING myrey �'° - i �
WITH GATE INSTALLED HERE - _ q Zb pp�
BEFORE EXCAVATION BEGINS �' >4, >��\ \ AREA �► F _ TYPICAL SECTION:
HAUL CONSTRUCTION \ o\ \RS DRAINAGE SWALE FIR OM ~ra \ EARTHEN
ROAD ENTRANCE '\\ q2 SO ` PROCESSING AREA TO �y
DEWATERING BASIN ra ', BERM
50'UNDISTURBED �'�' ` DEWATERING i Z
BUFFER(TYP.) \ - BASIN
J
O
40'x80'x3' 'A L 50'UNDISTURBED BUFFER
TEMPORARY N, p' f
(ADJACENT TO WETLANDS) _2 �
EARTHEN ,? x DIVERSION �•, a� F-
CATEGORY AFFECTED ACREAGE BERM \ 's 6FS ` DITCH(TYP.) SKIMMER ; 2 Q. 0 z
BASIN#1
TAILING/SEDIMENT PONDS 0.09 100'x215'x3.5 8' 5 Z O
STOCKPILES \ WITH 15WEIR w. z
WASTEPILE 0.10 250'UNEXCAVATED �R1 2. 4' TEMPORARY WIFcTI�,AJr.+L2.S. -III III—III—III—III—I I I=I I I—III—III III—III III- O d
1 B9iUfRE1K k.RIF_ I '��G : •\ DIVERSION c � Z Q
PROCESSING AREA/ ROAD 1.19 DITCH(TYP.) / I1 TYPICAL SECTION: w O a
i TOPSOIL & WASTE �'
2 PIT .
MINE EXCAVATION 65.32 '� BOUNDARY Q �PERMIT BOUNDARY 106.28 o.�s. Z ILI
N%F MINE PERMIT
DURWOOD GENE MARTIN BOUNDARY \ APPROX. LOCATION
TAX: 4680907 ?•� 90. 100-YEAR FLOODPLAIN MINE PERMIT /. , STOCKPILE 00
IN:254800-1 T-9815 �s N 30' .30 W - o BOUNDARY
)K/PAGE 00903/0320 \ cD r= m W
PROPOSED PUMP - ZONING:AR SILT FENCE \ "8.5
u
N 24 3,5... W / rya ,..7 CU W m
SILTFENc
OTFENCL
UTLET E m N\ `� G J
MIN 1' DEPTH O
l 4 F_
PUMP TO DEWATERINGI ^l Z
' SILT FENCE NOT IN \ /
BASIN r ° UNDISTURBED BUFFER 1 i m
FLOATATION DEVICE - 1 IIHII-III III-III-III A / T WIDE
3 -111 PIT SUBJECT PROPERTY'.
BOTTOM
BOUNDARY �/ FENTON C.COX
I TAX:318720
PtNONING0AC
�o TYPICAL DRAINAGE SWALE
SCREEN AROUND zoNwG'.AC
- II-i�
- ,
, V
TYPICAL VI 11
INLET OF SUCTION -- LAYOUT FOR
=III-
PIPE III—I��,'il�-- FLOATING PICK UP OF I WETLANDS i
SUCTION PIPE FOR "� 5956 LIMIT •�`O��O CA OO ias
n, S WETLANDS a
DEWATERING PIT / �/
NON-WETLAND SEAL ������� Z
NOTES: \ SUBJECT PROPERTY: ' �
SUBJECT PROPERTY: / 2:25 m F cam+
\ MINE PERMIT DANNY C. PIERCE ETALS. FENTON C.COX. 4�ZO J p Feb 18, 2U19
BOUNDARY : : �4I. 7/
• BEFORE ANY EXCAVATION CAN BEGIN, THE CONSTRUCTION ENTRANCE, SILT FENCE AND SILT FENCE N "�,,, TAX 305510 TAX 318720 INEPIN:2547592997 PIN:2548600558 i `� SUBJECT I ZONING:AC
OUTLETS MUST BE INSTALLED. ZONING:AC / Ifiueuul�"`A
o^^ \ WETLANDS '�-•--� \ PROPERTY BOUNDARY C
• THE PIT BOUNDARY WILL ONLY BE CLEARED AS NEEDED, BEGINNING AT THE EAST SIDE AND WORKING
ary^ti , \
WEST. EACH TIME AN AREA IS CLEARED, TOPSOIL WILL BE STOCKPILED (USED TO COVER EXPOSED AREAS / -' w�
WHEN A SECTION OF THE PIT IS COMPLETE). THEN THE SAND CAN BE EXCAVATED. THE WATER USED TO / $�� ��� C, DESIGN
WASH THE SAND WILL BE DRAINED TO A DEWATERING BASIN. THIS BASIN 15 SIZED TO ACT AS "A OJ m _' AwH
NON-DISCHARGING STORMWATER CONTROL". , a2ti° i \� \ DRAWN
P / KCB
LO`� ��� SUBJECT P �� �� ��
• HAUL ROAD SHALL BE MAINTAINED BY TEMPORARY SEEDING AS NEEDED, JEFF FF PIERCE
Y: COUNTY CHECKED LINE AWH
SEE GRAPHIC SCA
LE
HORIZONTAL SCALE
• THE LIMITS OF DISTURBANCE IS THE PERMIT BOUNDARY EXCEPT FOR THE 50' BUFFERS OFF THE ram/ �2 e$ ��/ TAX:721450 \ � ,i
' Q., �.. PIN:2548304985 '
'
WETLANDS AND NEUSE RIVER, THESE ARE UNDISTURBED o BUFFERS. `• ZONING:AC \ aJECTPROPERTv: VERTICAL SCALE
GRAPHIC SCALE N A
DANNY C. PIERCE ETALS. DATE
• THE 100YR FLOOD LINE IS SHOWN AS APPROXIMATE ON THE MINE MAP. TAX: 305510 08/09/2018
m '� � P.;J 261 592997 zoo I, ioo zos? soo eoo
��9 ¢ ~o JOB N0:
• THERE ARE NO KNOWN WELLS WITHIN 500 FEET OF THE PIT. y ,
SKIMMER BASIN DIMENSIONS TABLE - McBRYDE FARM PIT aH-
• ALL BUFFERS ADJACENT TO THE WETLANDS SHALL BE CONSIDERED "UNDISTURBED". SHEET
SB# SURFACE AREA RECI ACTUAL SURFACE AREA VOLUMEREQ'D ACTUALVOLUME WIDTH LENGTH DEPTH SLOPE(INTFRNAL) I WEIR ISKIMMERI ORIFICE I DEWATERING
(• REFER TO SHEET C3 FOR TEMPORARY AND PERMANENT SEEDING SCHEDULE. (SF) (SF) (CF) (CF) (FT) FT FT FT:FT (FT) (IN) (IN) (DAYS) IN FEET)
1 inch=20D 8.
1 10,661 21,500 66,942 67,761 100 215 3.5 2:1 15 6 3.75 3.23

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p TAX: 4643099 ' \ " / W 0, v
PIN:254800-25-0748 -
BOOKiPAGE:03180/0434 - I fV O co
ZONING:AR I /// Z U •= r
J 4 � cco ,
'---�_ SUBJECT PROPERTY I (( 2 z C
MATHEW SAND&GRAVEL INC
TAX 4705740
_ PIN:254800-42-4276
99 / ZONING:AR. ` \\ \ M C)/ \ w
- SAll: �a VARIABLE WIDTH NA71::
\
GAS EASEMENT
(D64293, PG534
SITE VICINITY/MAP ; �'r' WETLANDS A
NOT TO SCAL
N/FAN /�
CID
D&P LAND, LLC i
TAX: 00-55-4
ANDS / /� � /, � � A V � PIN:254600.55-4344
BOOWPAGE:/2002/0371 /
\ ZONING:AR Q
VA l
EX.UTILITY YARD 0 w
\ i ' NON-WETLANDS W/CHAINLINK FENCE I /n
/ 1 / 50'NATURAL GAS
EASEMENT
(DB564, PG239) �� , A �� / THE ONLY PURPOSE FOR REPUBLISHING
\ N/F I I _ WETLANDS -' / % ' THESE PLANS IS TO REVISE THE OWNERS
K FARMS, INC / W
TAX:4703798 /(L \254800-13-5823 WETLANDS i NAME AND ADDRESS. THE SEALED DATE
PIN\ ', - I J �---- ��. / / / + W
BOOWPA iNG:A26/0768ZON ; _i, - _ __ _ �_� / , REMAINS FEBRUARY 18th, 2019 z
CURRCURR ENT MINI NGM MI NG
PERMIT tf5149
/ SITE LEFT / / Z
('""► // / 30'DEEP AS A / / //� / i /. W
20'DEEP POND �L
EARTHEN /
BERM / 10 DEEP / / / / / -/ // =GAEA
URAL
ENT C50'INGRESS,EGRESS,ANDPROPOSED WATER LEVELG424)
REGRESS EASEMENT
(P869, PG49) _.. l � / / i� / / ` \ \ / � 50'RIPARIAN
i / / /. ��/• / / �.. - L'� \ — — BUFFER \
z'
WETLANDS
Z I-2-SU
AREA:A: ±10±106.28 ACRES
WILLIFORD ROAD (SR 1200)
�\ SITE LEFT
\ \ AS A z
\ ® POND \
\ \ U U
EARTHEN _ - J
BERM \ - ® \ ^ Z
z z
\` \ / G Q
PIT
BOUNDARY \ \ - / .-� ' I i WETLANDS `Q z o
,� - W o
/ 1 `� W LLJ
DURWOOD GENE MARTIN
_ TAX:4580907
PIN:254800-11-9815
BOOK/PAGE: 00903l0320 1 C: �� 1 1••� w
PROPOSED ZONING:AR / NS�0 / ', m m WATER LEVEL 3 l� N
— - / y °� . G uN � w
' � IH�� n ail liwl II-1I1 .iil- 1 �
�! '
3 — II II I�.�II
II - �" ' �p�NE � >
z
0
/ 30'DEEP Z
20'DEEP Co
II-III�I„JI TYPICAL SECTION: / 10'DEEP w
SUBJECT PROPERTY:
� _ //� FENTON C.COX a 'r r
PIT EXCAVATION o PROPOSED WATER LEVEL i // /- TAX:318720 aaiN•«G,'4 I�N,,��y
a Q` E.SS/ �$I --- •� '� PIN:2548603603 CTr o
ZONING:AC
a
WETLANDS s P 21094
--1—� \ NON-WETLANDS ! rraur�uHNa
SUBJECT PROPERTY: G
SUBJECT PROPERTY: REVISED J
DANNY PIERCE ETALS.
TAX:305510
FENTON C.COX.
TAX:318720
PIN:2547592997 PIN:2548600558 2:25 pm, Feb 18, 2019 U
ZONING:AC ZONING:AC W
WETLANDS
O U a 1
DESIGN AWH
DRAWN
. . . . . . . . . . . . . . . "�•« �O?� !�,'F �L(tO SUBJECT PROPERTY: _J y\�\ � � � � �! CHECKED
�
`c JEFF PIERCE
AWH
TAX:721450
PIN:2548304965
HORIZONTAL SCALE
- SEE GRAPMC SCALE
C7 ZONING:AC SUBJECT PROPERTY:
VERTICAL SCALE
ors, $p•ey vV DANNY C. PIERCE ETALS. NIA
TAX:305510
q�mpr'2��i PIN:2547592997 GRAPHIC SCALE DATE
oa/os/2oiE
ZONING: AC
20'0 0 100 20D 4D0 Boo JOB NO.
AH—
SHEET
(IN FEET)1 inch=200 ft. C442

SEEDBED PREPARATION CH,
w � �
I. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER a It' a
ADVERSE SOIL CONDITIONS, IF AVAILABLE. Q Q ❑
2. RIP THE ENTIRE AREA TO 6 INCH DEPTH. w
J. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING New Self-Inspection Program for
SURFACEREASONABLY mow¢
L SMOOTH AND UNIFORM. } Erosion and Sedimentation Control _
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE i f�Ti�(Jtttttl 9ti71)111.Zat70L9
UNIFORMLY AND MIX WITH SOIL (SEE BELOW). BORROW PIT DEWATERING BASIN DIETAIL ,„��„E" 042E-z
5. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY "P °V 2 m L7°�u
N O 2�m
UNIFORM SEEDBED 15 PREPARED 4 TO 6 INCHES DEEP. Site �11'ea stabilization Stabilization Time Effective October 1, 2010, persons conducting land-disturbing �8� R�
6. SEED (150 !BS/ACRE) ON A FRESHLY PREPARED SEEDBED AND COVER Description Time Frame Ftsttne Exceptions activities larger than one acre must inspect their project after each CLASS A STONIE � 8
SEED LIGHTLY WITH SEEDING EQUIPMENT OR CUL77PACK AFTER SEEDING. phase of the project, and document the Inspection In writing. GENERAL NOTES: - E
7. MULCH IMME01A7ELY AFTER SEEDING AND ANCHOR MULCH. • Perimeter dikes.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR DETERMINE BORROW PIT DEWATERING BASIN SIZE USING GEOTEXTILE COIR FIBER BAFFLE W CD 0
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND IS SWales, ditches 7 (11V5 Nona' Does this only apply to projects approved after October 1, 2010? PUMP8.0203 FLOW flA Q (GPM),T, WHERE V IS T IS VOLUME
MER DEWATERING TIME E (HR). LU N m OVER 60% DAMAGED, RE-ESTABLISH FOLLOWING ORIGINAL LIME, No, it applies to both old and new projects. USE MAXIMUM IMUM FLOW RATE OF 1000 GPM AND A MINIMUM N CV p C J °r
FER71L17ER AND SEEDING ROTES. till slopes DEWATERING TIME OF 2 HOURS. U s co
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TRE4IM£N7 AND Z
STONE ENERGY Q Z c �•'%
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED, t High Quality l Who can conduct the inspection? The financially responsible party, landowner RISER SHALL BE A NON-PERFORATED, SMOOTH OR CORRUGATED ITI EL POST DISSIPATOR Z N N
SOIL PREPARATION T Q None Or their agent may conduct the IDSpeCflOn. MATERIAL WITH A FLASHBOARD OPTION. O 0
A ater H VI.1 :: , :.
CONSTRUCT THE COIR FIBER BAFFLE IN ACCORDANCE WITH Q Y -�O M
Zones LL
Is a special certification required to do the inspection? No ROADWAY STANDARD DRAWING 1640.01 AND WITH MATERIAL THAT LLJ
* AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONS IN CLAY SOIL) j} MEETS THE SPECIFICATIONS OF ROADWAY STANDARD 1060-14. a dU
• FERTILIZER - 1,000 LBS/ACRE - 10/10/10 If slopes are 107 Or "W" -__ M U
' SUPERPHOSPHATE - 500 LBS/ACRE - 2OX ANALYSIS • What is the goal of the self-inspection program? To make sure that the PROVIDE 6' STEEL POSTS OF THE SELF-FASTENER
Slopes steeper less ill leneth and are ANGLE STEEL TYPE. INSTALL STEEL POSTS
• MULCH - 2 TONS/ACRE - SMALL GRAIN STRAW ? days approved erosion and sedimentation control plan IB being followed, including the WITH NO MORE THAN 3' OF THE POST APPEARING
* ANCHOR - ASPHALT EMULSION ® 400 GALS/ACRE than 3-1 not steeper dial 21:1 installation and maintenance of measures, and the provision of ground cover in a timely ABOVE THE GROUND.
14 da TS are allowed. manner. ATTACH THE COIR FIBER MAT TO THE STEEL � L
SEEDING SPECIFICATIONS- POSTS WITH WIRE OR OTHER ACCEPTABLE MEANS "L" 2„W" MIN
7-days for slopes What has to be inspected? All of the erosion and sedimentation control AND STAPLED INTO THE BOTTOM AND SIDE SLOPES
1. TEMPORARY SEEDING � 51 5 3:1 OI' .i Vr p OF THE BASIN WITH 12" STAPLES.
• SEE TABLES BELOW. r measures, including sedimentation control basins, sedimentation traps, sedimentation
14 days eater than St7 feet
2. PERMANENT SEEDING flatter ponds, rock dams, temporary diversions, temporary slope drains, rock check dams, INSTALL TYPE 2 GAT INLET
ON SHOWN
IN THE
AND
BOTTOM OF BASIN AT INLET AS SHOWN IN THE DETAIL,
* TALL FESCUE, 100 LB/ACRE in length sediment fence or barriers, all forms of inlet protection, storm drainage facilities, energy (9
' SERICEA LESPEDEZA, 15 LB/ACRE dissipaters, and stabilization methods of open channels must be inspected. USE THE TYPICAL SECTION SHOWN FOR THE
None dissipaters,
PIT DEWATERING BASIN AS A GUIDE. THE EARTH DIKE
• All other areas BASIN MAY HAVE ANY TYPE CONFIGURATION AS LONG AS13(except for What else has to be checked? The need for ground Cover should be checked. SUFFICIENT VOLUME IS PROVIDED AND PROVISIONS PLAN U
Table 6.10a Seeding mixture 'tr<�ith slopes flatter 14 days � Temporary or permanent ground cover must be provided on exposed graded slopes ARE MADE FOR A NON-PERFORATED RISER. RISER n
Temporary SeedingSpecies Rate(lb/acre) periinet?'`A �1_-j li p y e P f ) than 4.1 and fills within 21 calendar days of the completion of a phase of grading. Permanent DO NOT EXCEED 31/2 FT. IN HEIGHT FOR THE EARTH D
Recommendations for Late Rye (grain) 120 HQW LGI1cS ground cover must be provided within 15 working days or 90 calendar days (60 days in DIKES REQUIRED FOR BORROW PIT DEWATERING BASIN.
Winter and Early Spring Annual lespedeza (Kobe in HQW zones), whichever term is shorter, upon the completion of construction or THE BORROW PIT DEWATERING BASIN SIZE IS VARIABLE ,r�
Piedmont and Coastal Plain, `Extensions of time may be approved by the pernutting authority development. AND DEPENDENT ON SPECIFIC SITE REQUIREMENTS � u
Korean in Mountains) 50 - -ised on weather or other Site-Specific conditions that Sasaki` compliance AS WELL AS PROPOSED CONSTRUCTION OPERATIONS. 1 0„*� � 6„ -y �1'-0"�
-upracticable.'" (Section H_B(2)(b)) Do newly installed sedimentation control basins have to be SUBMIT THE SIZE, LOCATION AND RISER PIPE + 2
7 MATERIAL FOR APPROVAL PRIOR TO CONSTRUCTION. �� �, -�
Omit annual lespedeza when duration of temporary cover is not to measured? Yes, the actual dimensions of the basins have to be checked, usually
'�' with a t41De nvei3sUre, and COITlparedl Lb the dlmenSfORS On Ii're appToved'ptam. WIDI pIP "ME EFFiLNIEIATIT 19910 THE 1W FTIT WAWTIEIVIRWE --t-----'
BASIN TO A MAXIMUM DEPTH OF 6 IN. BELOW TOP OF UN�D ANTI-SEEP
Seeding dates **PERMANENT GROUNDCOVER MUST BE APPLIED WITHIN 15 WORKING EARTH DIKE. 0,X EARTH MATERIAL COLLAR W
V
Mountains-Above 2500 feet Feb. 15-May 15 DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER, FOLLOWING Do newly installed sedimentation control basins have to be measured PROVIDE A STONE ENERGY DISSIPATOR PAD AT THE m
Below 2500 feet: Feb. 1- May 1 COMPLETION OF CONSTRUCTION OR DEVELOPMENT. by a Professional Land Surveyor? No. Generally the width and length of OUTLET OF THE PUMP DISCHARGE HOSE AND OUTLET OF COIR FIBER BAFFLE —STEEL POSTS W
Piedmont-Jan. 1 - May 1 basins Can be measured with a tape measure. A level and survey rod may be useful in THE RISER BARREL IN ACCORDANCE WITH ROADWAY VARIABLE-
Coastal Plain-Dec. 1 -Apr. 15 checking the depth of a basin. Only relative elevations, comparing the bottom and top STANDARD DRAWING 876.02 FOR OUTLET W/O DITCH.
U) 21
elevations are necessary.
TYPICAL SECTION VIEW
Soli amendments NOT TO Sea 6Follow recommendations of soil tests or apply 2,000 Ib,Racre ground2 Z
agricultural limestone and 750 lb/acre 10-10-10 fertilizer. What is a significant deviation from the approved plan? A significant
deviation means an omission, alteration or relocation of an erosion or sedimentation
Mulch control measure that prevents the measure from performing as intended. if the W
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,netting, approved erosion and sedimentation control plan cannot be followed, a revised plan 14
or a mulch anchoring tool. Adisk with blades set near) straight can be should be submitted for review.
used as a mulch anchoring tool. ASPHALT AT A straight
OF
Maintenance 400 GALLONS / Does it require a special form? A "Self-Inspection Report for Land Disturbing ri
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch �o� 1 Activity as Required by NCGS 113A-54.1" is available for use. It can be completed by
immediately following erosion or other damage. ° 1 00, hand or completed as an Excel spreadsheet. An alternative is to make notations on the
~ b copy of the approved erosion and sedimentation control plan that is kept on the project
site. Rule 15A NCAC 04B. 0131 states that "... documentation shall be accomplished
Table 6.10b Seeding mixture by initialing and dating each measure or practice shown on a copy of the approved THE ONLY PURPOSE FOR REPUBLISHING r' �H......p
Temporary Seeding Species Rate Ib/acre erosion and sedimentation control Ian or completing, dating and signing an •`�(�
p ry g P ( ) 6. \ P Y P 9• 9 9 9 Q' FESS/ C y
Recommendations for German millet 40 ` .,` inspection report that lists each measure, practice or device shown on the approved THESE PLANS IS TO REVISE THE OWNERS
-1ST erosion and sedimentation control plan."
Summer V, NAME AND ADDRESS. THE SEALED DATE 21094
In the Piedmont and Mountains, asmall-stemmed Sudangrass may be `\ / Can I just use the NPDES Self-Monitoring Report? The NPDES Self- s
substitutedatarateof501b/acre. \ 11f REMAINS FEBRUARY 18thT 2019 �
Monitoring Report may only be used to report that the maintenance and repair
Seeding dates COARSE AGGREGATE \� % i requirements for all temporary and permanent erosion and sedimentation control f•Q INE
Mountains-May
t May 11 -Agug.515 ` T� ,tip measures, practices and devices have been performed.Piedmo ,'• 061*14%�Na�`•A ,
Coastal Plain—Apr. 15-Aug. 15 When do the inspections have to be done? Unlike the NPDES Self-
Soil CONSTRUCTION Monitoring Report, the Self-Inspection Report for Land-Disturbing Activity does not have REVISED
Soil amendments to be weekly. Rather, this report is completed after each phase of the approved erosion
Follow recommendations of soil tests or apply 2,000 lb/acre ground ENTRANCE/EXIT and sedimentation control plan is complete. Not every project will have all the possible 2:25 prn, Feb 18, 2019 agricultural limestone and 750 lb/acre 10-10-10 fertilizer. phases, but the list of phases includes the following:
Mulch MAINTENANCE NOT TO SCALE
Apply4,000lb/acre straw. Anchorstraw by tacking with asphalt,netting, Installation of perimeter erosion and sediment control measures;
or a mulch anchoring tool. A disk with blades set nearly straiy ht can be FROM LEA MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT Clearing and grubbing of existing ground cover;
used as a mulch anchoring tool C
APPLY ASPHALT TACK T A RATE OF TOPDRESSING WITH 2 LEAVING THE CONSTRUCTION SITE THIS MAY REQUIRE PERIODIC Completion of any phase of grading of slopes or fills; Z
. X
GALLONS PER ACRE INCH STONE. AFTER EACH RAINFALL, INSPECT ANY Installation of storm drainage facilities;
STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY, Completion of construction or development; O Maintenance IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERALS SPILLED, WASHED, OR P Of
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
TRACKED ONTO PUBLIC ROADWAYS. Establishment of permanent ground cover sufficient to restrain erosion. PLAN VIEW U U
immediately following erosion or other damage. J J
Where do I mail the report? Do not mail the report. The records must be made a•%a•%s• BED Z:
F NO, 57 WASHED STONE K In
Table 6.10c Seeding mixture available to the erosion control inspector at the site. Any documentation of inspections UNDER SKIMMER n- O Z
Temporary Seeding Species Rate (Ib/acre), that occur on a copy of the approved erosion and sedimentation control plan shall occur DEWATERING DEVICE 7 O
Kecommendations for Fall Rye (grain) 120 on a single copy of the plan and that plan shall be made available on the site. Any
_ K
inspection reports shall also be made available on the site.
Z o w
Seeding dates STRUCTURE RE s Q O O
Mountains—Aug. 15-Dec. 15 \ -- LL U 0
Coastal Plain and Piedmont—Aug. 15-Dec. 30 \ -- — Z
y
L� I
E Q Z W
Soil amendments � SKIMMER Follow soil tests or apply 2,000 lb/acre ground agricultural limestone DewarERlNc m �- O O
DEVICE w
an 1,0 lb/acre 10-10-10 fertilizer. CLASS 2 RIP RAP /�/�
-� EMERGENCY W Lu Apply SPILLWAY B' MAX. STANDARD STRENGTH FABRIC W WIRE FENCE /'�/ F m
or a mulch an lb/acre straw. Anchor straw by tacking with asphalt,netting, b' MA%. EXTRA STRENGTH FABRIC W D WIRE FENCE AWRAGE_ AREA �j / G J
or a mulch anchoring tool. Adisk with blades set near) straight can be WIDTH w- L
APPLY ASPHALT TACK XT A RATE OF Z
used as a mulch anchoring tool., GALLONS PER ACRE.
STEEL + AREA of BASIN WATER SURFACE AT
Po5T TDP OF PRINCIPAL SPILLWAY ELEVATION BAFFLES Z
Maintenance Pusnc DR
Repair and refertilize damaged areas immediately. Topdress with 50 ,� wRc r,Es w
lb/acre of nitrogen in March If it is necessary to extent temporary FeNCe °" EMBANKMENT (MIN. s WIDE)
m
cover beyond June 15, overseed with 50 lb/acre Kobe (Piedmont and L�o• �`.-- slLr FeNCE
NATURAL STEEL FENCE PoSf I_ MAX. - MAX. INFLOW 1' FREEBOARD
Coastal Plain) or Korean (Mountains) lespedeza in late February or GRININD STRUCTURE BAFFLES
early March.
:`. gDOwN xa roRWaRO:
(,LBNG E SKIRT.TRBNCFI'
f/ITER HARDWARE CLOTH
FABRIC + EMERGENCY
WIRE 6" MIN. INVE T ELEVATION OF SPILLWAY
DEWATERING EMERGENCY SPILLWAY _i
FILTER OF#57 p, ZONE
FILTER STEEL WASHEDSTONE °,op CLASS LA RIP RAP �0
_ FABR� PoST (18"MIN.AT FACE OF 918 , W/ GEO-LINER IJ-
BACKFlLL SKRR7 HARDWARE CLOTH) �° 3'FILTER FABRIC FILTER FABRIC
—III- q� o �O ON GROUND
TRENCH AND COMPACT ° B qR) Z
2• MIN III—III—III THOROUGHLY �° 0 `66 -,
III III—III—III I- _ o�o8 v°O� SEDIMENT C) J_
COMPACTED SOIL -� III- -III III-III I " < I '-III- °�i °�8o o`b o STORAGE ZONE c a'7 WA BED
— _ _ _ o S OF N0. 57 WASHED STONE C)
FLOW —III—III—III—III IIh"' N II1LI1� ° a °o CROSS—SECTION VIEW UNDER SKIMMER
24 I I I I I I MAINTENANCE DEWATERING DEVICE Z W
I \ 0
BURY WIRE II INSPECT BAFFLES AT LEAST ONE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
6' TYPICAL I— _ FENCE AND FILTER OBRICIN TRENCH
REQUIRED REPAIRS IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE
HARDWARE CLOTH I FILTER FABRIC IN TRENCH FRONT VIEW
II BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR 0
_ STANDARD TEMPORARY SILT FENCE ' BDRY WIRE FEN°E, I BECOME INEFFECTIVE REPLACE IT PROMPTLY. REMOVE DEPOSITS WHEN IT Q
FILTER FABRIC, REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT W
III{— Ili tJ CLOTHIANDHA TRENCWARE LI
- 11= c1.oTHwrRENCH RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID
NOT TO SCALE DAMAGING THE BAFFLES DURING CLE4NOUT, SEDIMENT DEPTH SHOULD NEVER
MAINTENANCE EXCEED HALF THE DESIGNED STORAGE DEPTH. AFTER THE CONTRIBUTING
WIRE AND WASHED STONE OUTLET DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND DESIGN
R4WFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY, SHOULD THE STABILIZE 1T. AWH
TEMPORARY DIVERSIONS
FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR NOT TO SCALE DRAWN
NOT TO SCALE BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT KCB
MAINTENANCE CHECKED
MAINTENANCE DEPOSITS AS NECESSARY 7-0 PROVIDE ADEQUATE STORAGE VOLUME FOR
H NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE INSPECT WIRE AND WASHED STONE OUTLETS AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
SEDIMENT BASIN W/ SKIMMER HORIZONTAL SCALE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTERAND
EVERY RAINFALL. TO AVOID UNDERMINING THE FENCE DURING T DEPO 17 REMOVE ALL MAKE ANY REQUIRED REPAIRS IMMEDIATELY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO SEE 0PAaHrc SQUE
IMMEDIATELY TELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE PROVIDE ADEQUATE S7ORAGF VC)L'fIML•F 'SpF' s 5rr OUTLET COVERAGE) FOR THE NEXT ,R4W AND MDT MD SCALE MR&I SG"LF
RIDGE fAPRO EX CHECK OUTLETSTLY AWE TIMELY REPAIRS 45 NEEDED, WHEN AREA H0 GRADE BEEN AND STABILIZE IL R71NE £'.' ,C JPtJNAGE TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE OUTLET DURING NIA
THE AREA PROTECTED 1S PERMANENTLY STAGROU/ZED, REMOVE THE RIDGE AND THE AREA HAS BEEN PROPERTY STABILIZED. CLEANOUT, REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE DATE
CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY
STABILIZE IT. AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY 0810912018
STABILIZED. JOB NO.
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