NCG020969_Modification Request_20211012

OYMER/DIEVELOPER.
BAMEc;wRO EAST Pn'%.o'rEn11 [ES LL*
P-0 BOX %5510
0^
BATTLEowRO, 27809
r
BARTLETT ENGINEERING & SURVEYING, PC
ATTN.- ROBERTS. BARTLETT, PE
1906 NASH STREET NORTH
WILSON, NORTH CAROLINA 27893
Phone: [phone] Fax: [phone]
Email: robert0baErtietteng.com
BA TTLEBORO, NORTH CAROL /NA
EDGECOMBE COUNTY
SITE DATA:
LOT AREA:
TOTAL PERMITTED AREA:
ZONE:
PROPERTY ADDRESS:
EXISTING LAND USEAGE:
ZONING LAND USAGE:
PIN:
REFERENCE:
FLOOD DATA REFERENCE:
tit Illllrrrr�f
• ,lY
_ SEAL
20106 \V
��• �:
rIS:IIB+PR0�,`
101.1 ACRES±
60.6 ACRES±
AR-30
W. LOGSBORO ROAD
AGRICULTURE
QUARRY OPERATION - SAND EXCAVATION
4800-53-1043
DEED BOOK 1407 PAGE 692
MAP# 3720480000J DATED 11 /3/2004
LOCATION MAP
NO SCALE
INDEX OF SHEETS
COVER SHEET
MP1
OVERALL PLAN
MP2
PIT AREA
CATEGORY
M P 3
HAUL ROAD
TAILINGS/SEDIMENT PONDS
0.33 ACRES
MP4
RECLAMATION PLAN
STOCKPILES
0.72 ACRES
D T1
DETAILS
WASTE PILES
3.56 ACRES
PROCESSING AREA/HAUL ROADS
3.20 ACRES
DT2
DETAILS
MINE EXCAVATION
49.50 ACRES
OTHER (UNDISTURBED AREAS/BUFFER AREAS)
7.90 ACRES
TOTAL DISTURBED ACREAGE
52.7/-. ACRES
TOTAL PERMITTED ACREAGE
60.6/- ACRES
* VARIES WITHIN THE MINE EXCAVATION AREA

g9 (2011 )
NC CR1a NAa
NF
FOXCROFT FARMS LLC
5970 MORNINGSTAR CHURCH RD I
BATTLEBORO, NC 27809
DB 1583 PG 830 ZONE: A£ I APPROX. LOCATIONEX. SFHA (100 YR FLOOD) LINE
PC 1 SL 1618 I
PIN: 4800-46-5044
I
EX.
ISDICTIONAL
WETLAND I
JURISDICTIONAL (7,717 S•F. y
((3,407 S.F. APPROX. LOCATION 1
\ \\ APPROX. LOCATION OF ; EXISTING PATH N35.956378 HAUL ROAD
PROPERTY LINEW77.63n882
\ N14'25'03"E 2076.19'
y
ma
N08* y N35.948116 EXISTING 10' SOIL PATH '� """ +UK --
1 ZONE' AE W77.633515 N35.953427
PERMIT EX. 18" RCP PERMIT W77.631718
FLOODWAY y l BOUNDARY INV:49.33' BOUNDARY N18'51'16"E -
M 1 1 (PROPERTY 2849.69' EX.
Ir (PROPERTY (TIE LINE) JURISDICTIONAL
Jf APPROX. LOCATION LINE) "
1 EX. SFHA (10O YR FLOOD)/MFHA EX. f8 RCP LINE) APPROX. LOCATION OF WEi1AND
500 YR LINE) LINE ca INV- 49.38 /% JURISDICTIONAL
PROPERLY LINE RUNS \ ( PROPERTY LINE. ��\\ // PERENNIAL STREAM
ALONG THE NORTHERN o` (APPARENT FIELD DIVISION LINE) I t (FIELD LOCATED)
BANK OF TAR RIVER 1 ! z yl (DB 1407 PG 692) EX. WOODED f ZONE: X APPROX. LOCATIONfi
JURISDICTIONAL
-I AREA \ ✓ (SHADED) +� 1 PERENNIAL STREAM
EXISTING DITCH 0 N35.947370 f ,N APPROX. LOCATION I (NOT FTELD LOCATED)
• ,
LIMITED PARTNERSHIP et al W77.631839 1 0 l 50' TAR-PAM BUFFER
68
3MR L
2IMI OLD BAILEY HIP '� \�\ , ZONE: AE ri (5O- FROM TOP OF BANK)
NASHVILLE, NC 27856 �u ,�pp \, EXISTING DITCH Y /
PIN: 47D9 �48 9245 AUON ! � \ N / f ZONE: AE
' fR ✓ PERMIT
`\, BOUNDARY ,°3 /
60.6 ACRES / APPROX, LOCATION
00 L� 1--__.-EX• SFHA (100 YR FLOOD)/MFHA
-4 ` ZONE: AE 1,-(500 YR LINE) LINE N/F
N35,948582 EXISTING FOSTER F F HEIRS
-APPROX. LOCATION OF _,_- \\�` W77.629698 DITCH / 1409 ENCHANTED OAKS
PROPERTY LINE APPROX. LOCATION EXISTING ^ RALEIGH, NC 27806
WETLANDS LINE (ONLY A DB 877 PG 696
PORTION OF THE WETLANDS `c J
WERE LOCATED AT SURVEY) \ 1. - ' \ '`� O PERMIT / / PIN: 4800--65-4556
4h APPROX. LOCATION Ex, BOUNDARY r ZONE:X
fL00DWAY/SFHA �1 ` O 60.6 ACRES 1 (SHADED)
D/ EX. WOODED (100 YR FLOOD) LINE ZONE: AE
AREA FLOODWAY �� g
ZONE-. AE
N35.949229 EX. WOODED
• W77.628756 AREA j f
N 35.952413
S12'49'26"W 3270.19' N35.951409 W77.626995
APPROX. LOCATION OF �_ W77,627294
PROPERTY LINE
ll�
l ' N/F
I FOSTER F F HEIRS
1 1409 ENCHANTED OAKS
RALEIGH, NC 27606
DB 877 PG 696 NOTE:
PIN: 4800--65-4556 HAUL ROAD IS ALONG AN EXISTING FARM ACCESS
PATH. A LAND ENTRY AGREEMENT WILL BE PROVIDED.
LEQEND
* IRON PIPE FOUND
o IRON REBAR FOUND
u MAGNETIC NAIL FOUND
* COMPUTED POINT
- - - - -- EXISTING FLOODWAY/SFHA (100 YR FLOOD) LINE
EXISTING SFHA (100 YR FLOOD)/MFHA (500 YR FLOOD) LINE
EXISTING TREE LINE
EXISTING ADJOINING PROPERTY LINE (APPROX. LOCATION ONLY)
EXISTING BOUNDARY LINE (APPROX. LOCATION ONLY)
■�r.r PERMITTED BOUNDARY LINE
SFHA SPECIAL FLOOD HAZARD AREA
MFHA MODERATE FLOOD HAZARD AREA
YR YEAR
APPROX. APPROXIMATE
EX. EXISTING
RCP REINFORCED CONCRETE PIPE
GRAPHIC SCALE
CATEGORY
TAILINGS/SEDIMENT PONDS 0.33 ACRES
STOCKPILES 0.72 ACRES
WASTE PILES 1.56 ACRES
PROCESSING AREA/HAUL ROADS 3.20 ACRES
MINE EXCAVATION 49.50 ACRES
OTHER (UNDISTURBED AREAS/BUFFER AREAS) 7.90 ACRES
TOTAL DISTURBED ACREAGE
TOTAL PERMITTED ACREAGE
52.7 +/-- ACRES
60.6 +/- ACRES
VARIES WITHIN THE MINE EXCAVATION AREA
APPROX. LOCATION
50' TAR-PAM BUFFER
(50' FROM TOP OF BANK)
\ APPROX. LOCATION
NON -JURISDICTIONAL
DITCH (NOT FIELD
r---LOCATED)
I
I
1
1
I
�APPROX. LOCATION
EX. SFHA (10D YR FLOOD) LINE
W. LOGSBORO RD
NF
l�
,l
y a`�
' FOXCROFT FARMS LLC y I l y yam
597 BMORNINGSTAR CHURCH RD
ATTLEBORO NC 27809
l l 1
I
i DS 1583 PG 830 y y y
1 PIN: 4800-58-4306 y l! y
1lI I SITE
1 ll 'y
111 N/F
MILTON JACKSON
FOXCROFT FARMS LLC ' !! 700 SUDBROOK .ROAD LOCATION MAP
5970 MORNINGSTAR CHURCH RD BAL71MORE M❑ 21208 NO SCALE
BATTLEBORO, NC 27809 1 ll
1 1 DB 1111 PG 4271
r DB 1583 PG 830 11I PIN: 4800-69-0101
I PIN 4800-58-9210 ll
PERMIT II MAGNETIC NAIL FOUND
BOUNDARY ! "- - • - ' - ' - ""- - ' - - • - _ AT CENTERLINE OF
IRON PIPE FOUND AT SOUTH WEST LOGSBORO ROAD
EAST CORNER OF TRACT 6, } {S,R. 1253)
' DS 1583, PG 830 is ll } .-- Line Table
` I (PIN:4800-5B-9210) N/F
1220.e8' (TIE LINE) JOE C. POWELL JR Une # Length Dlrect[on
••. .,,", , ., ..� ... �- 2505 CANONSIE LANE L1 72,34 N69'50'30"W
WAKE FOREST NC 27587
N35.960816 23194s� E II L2 73.79 N70'39"W
W77,628440 ! (TIE LINE) DB 1680 PG 0402 �`
4'1
yll y PIN= 6n=69-3028 L3 67.12 N52'26'59"W
I EX. EX. JURI DIC11ONAL y I l y
IJURISDICTIONAL LINEAR WETLAND EX. JURISDICTIONAL L4 68.13 N41'22'00"W
WETLAND (2210 LF) LINEAR WETLAND
(9,105 S.F.) 185 LF) j l! L5 180.13 N36'41'21"W
• l 1 !1
N/F L6 146.98 N38'48'11"W
I!I y JOE 0, POWELL JR L7 83.22 N43.31'29"W
2505 CANONBIE LANE
l` WAKE FOREST NC 27587 L8 90.81 N56'30'23"W
DB 93-E PG 417 L9 224.71 6 '05'0 "
v l O y l! 1 PIN: 4800-79-8887 N 1 3 W
I N/F � v 7 tit ! y L10 140.51 N64'34'10"W
FOSTER F F HEIRS 1 l
1409 ENCHANTED OAKS [ A !1 1 L11 141.55 N74'03'53"W
i RALEIGH, NC 27606 C �..L �► J L12 104.79 N84'57'39"W
f DB 877 PG 696 0 L13 99.79 S84'07'04"W
I PIN: 4800--76-2943
ll L14 108.85 S69-47-34"W
II �' v �1
1
I �
r!
I
I
NOTES:
A NORTH CAROLINA MINING PERMIT IS REQUIRED FROM NCDENR-LAND QUALITY SECTION.
A DRIVEWAY PERMIT IS REQUIRED FROM NCDOT.
CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS/ CONDITIONS OF ALL
ENCROACHMENTS & PERMITS INCLUDING PROVIDING BONDS/INSURANCE IF REQUIRED.
CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIRED INSPECTIONS.
.WETLANDS SHOWN HAVE BEEN DELINEATED BY KEVIN MARTIN (SOIL & ENVIRONMENTAL
CONSULTANT). USACOE & DWR CORRESPONDENCE WILL 8E PROVIDED,
ALL OUTDOOR LIGHTING SHALL BE SHIELDED IN SUCH A MANNER THAT NO DIRECT GLARE
FROM THE LIGHT SOURCE CAN BE SEEN FROM A MAJOR THOROUGHFARE, AN ADJOINING
ZONING DISTRICT, OR FROM ABOVE.
COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON SITE IN A PERMIT BOX
THAT IS CONSPICUOUSLY LOCATED AND EASILY ACCESSIBLE DURING CONSTRUCTION. THIS
INCLUDES AGREEMENTS, DRIVEWAY PERMITS, ETC.
TWE OWNER IS REQUIRED TO PROVIDE AN OUTSIDE LOCKABLE DISCONNECT FOR ELECTRICAL
SERVICE.
A SEPTIC TANK WILL BE USED FOR SANITARY SEWER DISPOSAL.
EXISTING CONDITIONS:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL EXISTING JOB CONDITIONS.
ANY ADVERSE CONDITIONS AFFECTING WORK SHOWN ON THESE DRAWINGS SHALL BE 13ROUGHT
TO THE ATTENTION THE ENGINEER FOR POSSIBLE CLARIFICATION OR RECONCILIATION.
DISCLAIMER:
THE UNDERGROUND UTILITIES SHOWN HAVE 13EEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING
DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL a..
SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT o
WARRANT THAT THE UNDERGROUND U11LI11ES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE
DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE, THE
SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
• N
CALL ONE CALL CENTER AT 1-800--632--4949 FOR LOCA11ONS OF EXISTING UTILITIES 48 HOURS N
MINIMUM PRIOR TO EXCAVATION.
0
CONSTRUCTION SAFETY:
THESE DRAWINGS DO NOT CONTAIN THE REQUIREMENTS FOR JOB SAFETY. ALL PROVISIONS FOR Q
SAFETY SHALL BE SOLE RESPONSIBILITY OF THE CONTRACTOR.
0
( IN FEET)
1 inch = 300 ft. rn
0
U
,t�n► DATE: OCTOBER 2020
� PROJECT. 19-�054
-'- POLKSLAND PIT CLIENT CODE: BEPLLC 0 BARTL ETTSCALE(HORz,:,, CADFILE:19054CUP3 No. 7 TOWNSHIP EDGECOMBE COUNTY
'y 1 =300
FIELD BOOK: 343 0
ENGINEERING & SURVEYING, PC 'Ic j DRAWN BY: CEP/LR a.
2010619' OVERALL ERALL PLAN BATTLEBORO SCALE(VERT): ASURVEY BY: DB, JB NORTH CAROLINA ZONE: AR-30
EAST PROPERTIES
LAC
1906 NASH STREET NORTH TELE. [phone] �
WF "°� WILSON N C. 27$93-1726 FAX: [phone] PIN 4800-53-1043 Ck
Q
''�T S. SP��:�``*, License No. C-1551 www.bartlett.us.com _ RE=visloNs: # SHEET MP1
MINING PERMIT

NC Gip ,00020 AD 8S (Ott ADJ)
GENERALCONSTRUCTION AND _SEQUENCING -NOTES
:
STAKE OUT MINE PERMIT AND MINE PIT BOUNDARIES.
ESTABLISH PROPOSED CLEARING LIMITS.
CONSTRUCT MINE ENTRANCE ROAD.
THE OPERATOR SHALL INSTALL A TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE AT THE HIGHWAY END OF THE MINE ACCESS ROAD. IF THE
ENTRANCE ROAD IS PAVED, THIS EROSION CONTROL MEASURE MAY BE
OMITTED/REMOVED.
* INITIAL PIT OPENINGS TO SERVE AS TEMPORARY SEDIMENT TRAPS, SEE
DETAILS. INITIAL PIT OPENINGS TO BE LOCATED AT LOWEST ELEVATION WITHIN
PIT EXCAVATION LIMITS. DISTURBED AREA DRAINING TO INITIAL PIT OPENING
(INCLUDING HAUL ROADS AND CLEARED AND GRUBBED AREAS) TO BE KEPT
LESS THAN 10 ACRES. MINIMUM IN111AL PIT OPENING TO BE 120' LENGTH X
60' ODE.
PRODUCT STOCKPILES AND MATERIAL LOADING AREAS SHALL BE LOCATED
WITHIN THE PROPOSED MINE PIT BOUNDARIES. THESE SHALL BE RELOCATED
AS REQUIRED DURING MINE ADVANCE.
# SILT FENCE TO EXTEND AROUND PERIMETER AS EXCAVATION PROGRESSES.
TOPSOIL AND UNCONTAMINATED SOIL OVERBURDEN MAY BE RETURNED TO
THE EXCAVATED MINE PIT FOR DISPOSAL.
RECLAIM MINE AS REQUIRED.
SILT FENCE & DIVERSON DITCHES. TO BE INSTALLED AS REQUIRED AND
LOCATED ENTIRELY INSIDE EXCAVATION LIMITS. INITIAL PIT OPENINGS
WILL SERVE AS SEDIMENT TRAPS FOR REMAINING EXCAVATION AREA.
PERIMETER WILL BE MINED WITH SIDE SLOPE OF 3:1.
LEGEND
PROPOSED EXCAVATION BOUNDARY
® = 11111111110
PROPOSED PERMIT BOUNDARY
- X - X -
SILT FENCE
$�
CONSTRUCTION ENTRANCE/EXIT
Ila
OUTLET PROTECTION
®
SILT FENCE OUTLET
SKIMMER BASIN
TEMP. DIVERSION WITH MATLINGS
NOTES:
SILT FENCE TO BE USED ALONG BUFFERS DURING INITIAL
CLEARING STAGES.
SILT -DITCHES DRAINING BACK TO PIT TO BE USED TO PREVENT
BUFFERS WETLAND AREAS
RUNOFF FROM ENTERING THE. 8 FFER AND W TLAN AR A
CATEGORY
TAILINGS/SEDIMENT PONDS 0.33 ACRES
STOCKPILES 0.72 ACRES
WASTE PILES 1.56 ACRES
PROCESSING AREA/HAUL ROADS 3.20 ACRES
MINE EXCAVATION 49.50 ACRES
OTHER (UNDISTURBED AREAS/BUFFER AREAS) 7.90 ACRES
TOTAL DISTURBED ACREAGE 52.7 +/- ACRES
TOTAL PERMITTED .ACREAGE 60.6 -h/- ACRES
* VARIES WITHIN THE MINE EXCAVATION AREA
' m
1
1
_v PERMANENT
EXISTING PERMIT HAUL ROAD
1 FARM PATH BOUNDARY
\� (PROPERLY
' LINE)
14• " EXISTING 10' solL PATH
>.
E
V, GATE
N35.948116
�2--•'•''.
2 2
1 ■IIIIIII■� •ii:ii:� � • • .
'• �' ' ''iiiliili�r his• • nwr■rr■wlr • l�lr • • ��;' • t�l� • . Ml�wr�r€I• • '�i�Il� . • .
1 1 / �
W77.633515 ROCt CHECK 1 CH :,.' v •: ' �•. v �. •;. , �.;:�
ZONE:AE \; BASE AREA:�33 929 SF ( DAM11AT SILT •[ D�� •�`t! •'"''�, .bti'•h '�r��'s�" •"'• N35.953427
TOP AREA: i2,430 SF / ( " • A ti '`ti ". W77.631718
XCAVAliOE DITCH1 TYP ..:,, . ..: .t.��• •�'•''�, •.,;r:• •�
[NITS 49.5 ACRES HEIGHT. 20 FT I i ••; 1�;'• ' • , M,':r� • =`;+:; 4w,�'y, ; e•:
' En SIDE SLOPE: 20 X. 18" RCP
VOLUME: 445,938 CIF (i8,517 CY) INV 49.33' TEMPORARY HAUL +:' ' :..i';:;«`•►•:' •, �;
+n (CALCULATED USING CONIC ROAD WITH SILT DITCH +'•'�� �' „�';�•":'�`:"�� ,
FLooOWAY ' I APPROXIMATION METHOD) • • .".• v` :'.: • " •:
PERMIT
V. 18" RCP li;•'w„�����: �.';r,su �ry BOUNDARY
INV.49.38' `` w-t "i'»;ir ;.:.�� �' (PROPERLY
+� ,.-w•,•ti'• w •'f ;.it•.tyM 5 LINE
LO
JREPLACE REPLACE/EXTENDREGION�:.�•:i•;+�,' s �f• ,
! /E OCCUR IN SHADED •',�`. ;
TEMP RARY EXISTING PIPE DEWATERING SHALL NOT1M��r;;, K•• u , t. �h, t , µ`. +f'x
TOPSOILr/ WAS / PIPE "A" (18" RCP) �•rk„a.•a�. a:�;'`.;{I.�w '
{ ILE 30 LF O S-1.0%' 1 ti y r
J 1 INV IN: 49.3'
�-�' \ •� mot; "►�.�; ".,C...l�.` °� '
c� INV. OUT.: 49.0 ;Y.:,.►•.i��. .. ,•,t, ,, ,
APPROX. LOCATION EXISTING 1 / \ \ •+ , k,+'�:!'
WETLANDS LINE (ONLY A /
PORTION OF THE WETLANDS-----' EXCAVATI +
WERE LOCATED AT 71ME OF 1 S J
SURVEY) / I x \ r-� 3r L`iMl-T5�9.a ACRES f.
BASE PILE \
BASE AREA: 15,708 SF k � PIPE "B" (18" HDPE)
TOP AREA: 1,396 SF _C t ' 40 LF 0 S=1.0X
EX. AREA ED , HEIGHT: 20 FT % - \ INV IN: 51.0'
SIDE SLOPE: 2:1 INV. QUT.:.50.B
.'• APPROX. LOCATION VOLUME: 145,242 CF (5,379 CY) , EXISTING DITCH \ J
\ EX, SFHA (100 YR FLOOD)/MFHA (CALCULATED USING CONIC' I / -
\ (500 YR LINE) LINE ' ( APPROXIMATION METHOD) \
N35.947370 \
W77.fi31839
e' ry� STOCKPILE
:• � cr
% s
ZONEx 1 I AREA 2
(SHADED)LO
`G DITCH '
\ EXISTING \ /
` \ GHECK CHECK\DAM
DAM
SKIMMER � Sly �/ 50' UNDISTURBED
1 LENGTH: 120 FT BUFFER
CLEARING & 1 WIDTH: 60 FT 1STOCKr
GRUBBING TO TAKE
4 DEPTH: 3.5 FTLLJ
SKIMMER SIZE: 3.0" ��------- BASE AREA: 15,708 SF
EXCAVATION PLACE AFTER INI AL \ " h° TOP AREA: 1,396 SF f \
LIMITS 49.5 ACRES PIT OPENING "8" ND ORIFICE SIZE: 2,5 HEIGHT. 20 FT
BARREL SIZE: 4.0" f SIDE SLOPE: 2:1 `b
s \ 1 SILT FENCE 1N PLACE _ WEIR LENGTH: 21 FT ! / \ \ In
LIN` GEOTEXTILE LINED • VOLUME: i45,242 CF (5,379 CY) / (n /
(CALCULATED USING CONIC %
APPROXIMATION METHOD x TEMPORARY HAUL
1 LENGTH: F FT_METHOD)_
Y, 0
PERMIT' WIDTH. 60 FT ROAD WITH SILT DITCH
BOUNDAY ' DEPTH: 3.5 FT
60.6 AC , ES / SILT FEN`r 9AF��' / SKIMMER SIZE: 3.0" �• ':';
IN TALLATI1 /� ORIFICE SIZE: 2.5" /
PRIOR TO / �,FFt- / BARREL SIZE: 4.0'
1 / CLEARING & f WEIR LENGTH: 21 FT STOCKPILE
�- --- GR B LNG �� BAFFLES: 3
�-GEOTEXTILE LINED AREA
\\ % N35.948582
/ I W77.629698 1 f
I t! DITCH _ EXCAVATION / /. ZONE•AE / �,'•
DISSIPATOR PAD \ x, .,� LIMITSy� / �i`�: ZONE:X
AT SKIMMER }TEMP. WASTE EIL'.: ' .: (SHADED)
PIPE OUTLET CHECK / BASE AREA; 33,929 SF
APPROX. LOCATION EXISTING 4�$ :• \ DAM
G : ?''' a, TOP AREA: 12,430 SF'' ^�
WETLANDS LINE (ONLY A
' HEIGHT- 20 FT
PORTION OF THE WETLANDSZZ ' . I SIDE SLOPE: 2:1
WERE LOCATED AT TIME OF JOB `� \ :`' ' :'';' `' --- -�' , VOLUME: 445,938 CF (16,517 CY)
SURVEY) : \ / (CALCULATED USING CONIC
h� ��t4' \ '� g8 :.:'; •' ,; I APPROXIMATION METHOD)
DISSIPAT R PAD
• AT SKIMMER ,S,(
I /
IPE OUTLET
CATION EX.
APPROX. LOCATION \ \ \ + Ctc.
FLOODWAY/SFHA
(t Go YR FLOOD) LINE :. SIA FENCE OUTLET ��?:' ' : .'• l
P. Mimi x
zoNE:AE
: �:'•': �.:'• ':''•';'; :;'•':'•':�';':'•'•"'•''.'• �:'• �� :''•':'• � :I{ •'•; + t
FENCE
TOP OIL/ W
p�
OUTLET PILE
FLOODWAY
\ •- _ .-. :; /FENCE x ZONE: AE
OUTLET
N35.949229
W77.628756 EX. WOODED :`�
\ AREA :1,. k ✓ ' `}
\ APPROX. LOCATION EXISTING X % x
\ WETLANDS LINE (ONLY A PERMIT
PORTION OF THE WETLANDS ' ''�.'..;:,��,•:,.:: •.: • .; •. •'. , ... , .... •. • .
WERE LOCATED AT TIME OF BOUNDARY -1
SURVEY) 44
APPROX. LOCATION OF
PROPERTY LINE
o� N35.952413
S12'49'26"W 3270.19' ` _ / W77.626995
h� J` N35.951409
W77.627294
SKIMMER SEDIMENT BASIN SCHEDULE I
i
.. . .... ..... .......... .. . ....... _.. ... ...
I
SKIMMER TOTAL DISTURB® Tc Cc I REQ 1
REQ ;
I WER
PROP PROP �� AREA 's
PROP
BAFFLEPLACHVIENT SKIMMER ORIFICE'DEWATEMN
_ ., .-.._..., . .. ,.. ......... ..... ._.... _f
BASIN ' AREA AREA :RUNOFF ::INTENSITY! Q 10 SURFACE i
_ ......,. ... -_,
VOL ! L:W ; LENGTHS WIDTH
DEPTH
_
LENGTH;
........
BAFFLES SURFACE�SIDESLOPE BOTTOM
.. .....
VOLUME
...__..._._-...._ ...
(MEASURE) FROM INFLOW END)! SIZE I S#ZE TIME
SFS# ;ACRES ACRES ! MIN GOLF INIHR I GF5 SQ FT j
CF ; RATIO FT FT
FT
FT
REQ SQ FT FTIFT SQ.FT. i
CF
BAFFLE 1 ! BAFFLE 2 BAFFLE 3; IN i IN. DAY S
A & B ': 10.00 10.00 5 0.3 ' 7.28 21.84 7098 ;'
18000 ; 2 120 i 60
' 3.5
E 21
3 7200 I 2:1 4876 j
21001
30 j 60 90 ; 3,0 i 2,60 2.9
STORM
DRAIN SCHEDULE (I 0-YEAR STORM)
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...
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-...-...... ..
1
Cc
,
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Q10
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FROM I
TO j PIPE i
INLET
j INLET TOTAL I
INLET PIPE
! TIME OF INTENSITY RUNOFF
RUNOFF , DSCH RG
I SLOPE
Dtheo SIZE
i VFu11 j..
Qiull
I LENGTH I
SEGMENT
UPPER LOWER
'
_....- _ ........ ..........
I RUN
_..........-.............._ -.....
AREA
... -------
AREA 1 AREA
_ ....._ .......... ; .....
TIME TIME
CONC
COEFF
_.__ .. 1. _ _. _ ... -_ ..._.
COEFI" I
- .........
.. _ .......... .
... .. ..
;.
. ... ..... ....
.. .. .. ....... ... _.......
._.._.... _....�.._-#
PIPE
- ,.._...-.. -_- -. I_._._..--..
TIME
,.,_.
INVERT INVERT
SF
ACRES (ACRES):
MIN � MIN
MEN I
INMR I
CFS
1
FT F T'
(INCHES) 1(INCHES):
INFi'1
5 EC
CPS
# FT)
(MIN)
IN
OUT
_..-..._. ..._....
10281- 5.
i 2..3_ 6....._..!, ...2_..36_._
5 0 0.0
5.0L
7.2_$ ..._.
0.60
10,3
0 0100
17 9 18
5.9
0. 1_
49.000,60
IN I
I
OU T B j
235439
i 1
5:40 5,40
5.0 0.0
I 5.0 � I
7.28 � 0.25
0.25 !
9 8
0 0 0
� 1 0
.
I
17.5 1$
5.9 I
I
_30_..0
10.5
40.0
_._
0.1 - _
-4-9.30 i..
51.00 [ 50.60
DISSIPATOR PAD/OUTLET PROTECTION SCHEDULE
�_..._....
�.
..__.. _ .... _ ....
,
I
.._
.... __.. . _.
_i.... ___
...._.a
I NUMBER
APRON
APRON
- _.....-._I..._- _...._
� STONE
D50
LOCATION
Amax
j QfUll
VfuII
I Vmax PIPE 01A
OF PIPES
LENGTH2
WIDTHS
. CLASS': DEPTH L
STONE
CFS
CFS !
FP5
I FPS INCHES
; ZONE I
M i
(La) FEET;
FEET
STONE 1 INCHES '
SIZE
PIPE A 1
11.33
1 10.50 ' I
5.94
i 6.79 18
2
3
8 j 1
9
6
B 22 I
9
PIPE 8
11.33
; 10,50 15
94
I._ 6 79 16
9
6
B 22 i
9
SKIMMER A& B,
0.10
I 0.09 I
1.81
_ ......._-_..._._.......
I, 2.06 ; 3
I ... . _� .
I 1 j
1
4 l 1
--- ..
1
1
A 18
6
DI L i 1 1
DITCH CALCULATIONS
I I
�
I
1
1
I
i
i
i
10 YEAR DESIGN STORM
!
n=10.015
1
I
LOCATION -DRAINAGE; DRAINAGE` RUNOFF
RAINFALL
D
REQUIR®i ITCH
O O
B TTOM, FL W
5 D
IDE IFL W
WETT® jHYDRAULI&MANN.
I ACTUAL
TOP
SHEAR ' TEMP.
TEMPORARY
99 AREA I AREACOEFFIG1ENTj
10 YEAR
1
FLOW SLOPE I
WIDTH DEPTH
1
SLOPE,
I
PERIMETER; RADIUS r VEL,
I
lCAPAGITY,VUIDTH
I
STRESS LINER
LINERTYPE
SQ.Ff. ACRES o
( IN1HR
Q
d y
M A
I P I R ! V
i Q
; W
(Ibslsq.#t.) i REQUIRED
TEMP. DN. Al i 24376; 11
7.28
I 1�0.....3_6..
3
0.51
YES
JUTE NET
_0.56_
DN. A2 850171 1.95 i0.25
..�.__..._ ..
0.00367.28 '
....00.......I .0..4_1._i
0.66
..._...
3
1.30
-_ _
4.16 0.31 2.74
3.55
_..
. _...
YES
.-..-.._-.._..............
JUTE NETTEMP.
TEMP. DIV, B 1788371 4,11 j 0.25
1 7.28
( 7.47 10.0046
0 1 0.83
j 3
12.07
5.25 1 0.39 j 3.62
1 7.47
1 4.981
0.24 YES
JUTENET
DATE: OCTOBER 2020 PROJECT: 19-054
CLIENT
r 110- �'�., ( ) „ CADFILE:19054CUP3LC
BARTLETT PoiISLANDSCALE HORZ
1 00 FIELD BOOK: 343
- SEAL ^� = ENGINEERING &SURVEYING,- Pc .MINING PERMIT
SCALE(VERT): DRAWN BY: CEPAR/RF
210106 �� BA17LEBORO EAST PROPERTIES, LLC N A SURVEY BY: DB, JB
1906 NASH STREET NORTH ME: [phone] PIT AREA
VALSON, N.C. 27893-1725 FAX: [phone] S B AR�, ���•, ( } _ _ REVISIONS:
,r,rF;,sy,,,, License NO. C-1551 www.barttett.us.com MINING PERMIT
C SCA
LE
ALE
0 50 ttl© 200
( IN FEET )
I inch = 100 ft.
No. 7 TOWNSHIP
NORTH CAROLINA
EDGECOMBE.000NTY
ZONE: AR-30
PIN # 4800-53-1043 SHEET MP2

EX.
JURISDICTIONAL
WETLAND
(3,407 S.F.)
PERMANENT
'HAUL ROAD
SILT
y':'>':•', GATE FENCE'
�`. w ;71.+z:'�^�'•:• a N35.953427
? i.tr ` • "; ~ • W77.631718
�. rfti,iw• t..rrs.t'• .
PERMIT
:,� f:� syr '"; .?. •. �:! BOUNDARY
(PROPERTY
M . w� {ti 'ti`" �' ,,t� .c�•� ; LINE)
awl.' ..II'. .w M• h �ry ,I,, �w 'ti:
.1 ti »±
'ATION
49.5 ACRES
PIPE "B" 08" HDPE) .
' 40 LF ® S©1.0%
INV IN: 51.0'
INV. OUT.: 50.6
SILT FENCE/
SILT DITCH
EX.
JURISDICTIONAL
WETLAND
(7,717. S.F.)
APPROX. LOCATION
EXISTING PATH
SILT FENCE/
SILT DITCH
. 20't
TRAVEL SURFACE
TYPICAL PROPOSED HAUL ROAD CROSS SECTION
(SILT PENCE TO BE USED WHEN
CONDITIONS ARE UNFAVORABLE FOR SILT
DITCH USE OR AS INDICATED ON PLANS)
NO SCALE
CATEGORY
TAILINGS/SEDIMENT PONDS 0.33 ACRES
STOCKPILES 0.72 ACRES
WASTE PILES 1.56 ACRES
PROCESSING AREA/HAUL ROADS 3.20 ACRES
TOTAL DISTURBED ACREAGE
TOTAL PERMITTED ACREAGE
PROPOSED EXCAVATION BOUNDARY
I• PROPOSED PERMIT BOUNDARY
-- X — X -- SILT FENCE
* VARIES WITHIN THE MINE EXCAVATION AREA
ZONE:AE
h /APPROX. LOCATION
EX. SFHA (100 YR FLOOD) LINE N35.956378 , \
/ 1N77.630882
51 I // PERMANENT
HAUL ROAD \
3.2 ACRES /
. / ZONE: AE
_�x__-__ x
A�`
iAww
•ram_
N/F
FOSTER F F HEIRS \ EX. 20 LF 30' HDPE CULVERT /
1409 ENCHANTED OAKS
RALEIGH, NC 27606 /
DS 877 PG 696
PIN: 4800-65--4556
JURISDICTIONAL
WETLAND
I APPROX. LOCATION
I EX. SFHA (100 YR FLOOD) LINE
1
1
1
NAn e8 poll)
,C Cep
1j1{Iliilrl/1
BARTLETT
_ SEAL ,, ENGINEERING & SURVEYING, PC
20106 _= 1906 NASH STREET NORTH TELE: [phone]
°��• ``'ctr �\���~; WILSONI N.C. 27893-1726 FAX: [phone]
License No. C-1551 www.bartiett.us.com
[phone]`
MINING PERMIT
HAUL ROAD
N/F
FOXCROFT FARMS LLC
5970 MORNINGSTAR CHURCH RD
BATTLEBORO, NC 27809
DB 1583 PG 830
PIN: 4800-58-4306
\ N/F
FOXCROFT FARM
Z 5970 MORNINGSTAR
BATTLEBORO, NC
J \ DB 1583 PG
HAUPERMANENT
ROAD PIN 4800-58—
SILT
FENCE EX. JURISDICTIONAL \
LINEAR WETLAND
EX. (230 LF)
JURISDICTIONAL EX. JURISDICTIONAL
WETLAND EXISTING FARM PATH TO BE LINEAR WETLAND
(9,105 S.F.) UPGRADED TO HAUL ROAD (185 LF)
Fos
1409 1
RAU
DE
PIN:
NOTE:
HAUL ROAD IS ALONG AN EXISTING FARM ACCESS
PATH, A LAND ENTRY AGREEMENT WILL BE PROVIDI
POLK -ISLAND PIT
ATTLEBORO EAST PROPERTIES, LLC
- MINING PERMIT -

ss (ga11 Avg) FARM EXISTING
PATH PERMIT
EXCAVATION BOUNDARY
sz 'wo N� 1 LIMITS 49.5 ACRES (PROPERTY
1
_ LINE) m
] 14` EXISTING 10' SOIL PATH �- loop
1
22
E
5
I •'.,•:.;�
' � • '■�illwrii'
/ �' • . ••...•y MII �I� • •1�_ • • IIMl�rtll�rr • • • •1�■�I• ..:7iry�.:', • .' ' % .
I N35.948116 55 _" ■INS �"NI /
W77.633515
1 ZONE:AE
51 N35,953427
1 45 4B W77.631718
1 43 44
37•
FLOODWAY
\ APPROX. LOCATION PERMIT
EX. SFHA (100 YR / \BOUNDARY
FLOOD)/MFHA (500 I /
YR LINE) UNE [ --� (PROPERTY
_.-- LINE)
APPROX. LOCATION EXISTING \ I
WETLANDS LIME (ONLY A ZONE:X
PORTION OF THE WETLANDS (SHADED) / 1
WERE LOCATED AT TIME OF \- j
SURVEY) \ / / \ yMOTS-
� �5 ACRES
\ ZONE: AE
EX. WOODED .--� --__ --7
AREA ` ~—
N35 94737a \
W77.631839 :\:
S ANTICIPATED WATER SU F CE
ELEVATION 47.0 -- --- -- -- / %
/ BOTTOM ELEVATION 7.0 1 \ /
50' UNDISTURBED
' --� BUFFER
ui
Ex AVATION
LIMITS 49.5 ACRES
N35.948582
W77.629698
PERMIT \ /! I / `''ZONE'.. ,'•
BOUNDARY / l
60.8 ACRES ZONE:X
`, r'1C;;:':: ;. :.: r \ f / / ''''•' (SHADED)
APPROX. LOCATION EXISTING �'� ��1 1'�! :' :':',:t';'• \ �g� \ / /
WETLANDS LINE (ONLY
{ .� PG y \ /
PORTION OF THE WETLANDS411
�j p� Y ' `
WERE LOCATED AT STIME OF
URVEY
APPROX, LOCATION EX. \ \ EXCAVATION .'• o. : / /
FLOODWAY/SFHA \ I LIMIT''
(100 YR FLOOD) LINE
\ ` /
••.1>*L, ., ..r�rrrrl�wr ..�. �wllwlrwlw�rr, : .�1!I...?r'�r!!"!►. , :.4,•. :'�c,'•;'; :`'•�;�:�'�:''•�',�. �• � 1 - .
_i
FLaODWAY \
\ ZONE:AE
\ N35.949229�;
W77.628756 EX. WOODED
AREA
\ APPROX. LOCATION EXISTING J
WETLANDS LINE (ONLY A
\ PORTION OF THE WETLANDS PERMIT'..
WERE LOCATED AT TIME OF BOUNDARY:::''.'.'::'•,';:':':.'•''•;':::; '
SURVEY) L! '.'•t:: :::...:'::::'::: ';:t,';: ;:,t:.';t;'; ::';';'.';;',t
APPROX. LOCATION OF \ [�
PROPERTY LINE \ U4
\N35.952413
' 3270.19' W77.626995
S12 49 26 w
hQ J N35.951409
� W77.627294
r
PROPERTY LINE/ w
PERMIT BOUNDARY EXCAVATION UNDISTURBED
n I� LIMITS BUFFER ,-
I EXCAVATION
LIMITS
04
EXISTING t04
GROUND I 53.a't 0.5' PERMIT
:1 MAX. SLOPE 48.0'± BOUNDARY cti
0.5' I a
1 3 47,0 � WATER SURFACE=47At � 1 � o
v�
3
UNDISTURBED 6 11 GRAPHIC SCALE
BUFFER 6
44.V j 1 100 0 50 100 200 400
3 BOTTOM=37.a� 3 WETLANDS
cn
LOCATED OUTSIDE
PERMIT BOUNDARY
ALL DISTURBED AREAS ABOVE WATER LEVEL SECTION A -A ( IN FEET)
TO BE SEEDED PER SPECIFICATIONS. NO SCALE 1 inch = 100 ft. o
U
` titiuurrrr�,BATE: °CTOBER_2020 PROJECT- 19-054
POLK ISLAND PIT CLIENT CODE: BEPLLC0 -BARTL.�E-I�"SCALE(HORZ,:,, 1 CADFILE:19054CUP3 No. 7 TOWNSHIP EDGECOMBE COUNTY
1 = 100 FIELD BOOK: 343 10
SEAL �, ENGINEERING & SURVEYING, PC RECLAMATION SCALE(VERT): DRAWN BY: CEP/LR ZONE: - a.
20106 �''j BATTLEBORO EAST PROPERTIESLLCN A SURVEY �Y. DB, �B NORTH CAROLINA AR 30
PLAN
1906 NASH STREET NORTH TELE: [phone] 7
� 1MLSON, N.C. 27893-1726 FAX: [phone]
BNR�a��� License No. C-1551 www.bartlett.us.com
MINING PERMIT
REVISIONS. PIN # 4800-53-1043 SHEET MP4
rrrrruti1N�

CONCRETE ROUND TOP
do
30, 0
NCOOT TYPE 3 OBJECT
`
MARKER SIGN
STANDARD STOP SIGN
{MUTCO CODE: RI-1)
TWO (2) 3" STRIPS OF
REFLECTIVE TAPE AROUND
#
DIAMETER GALVANIZED
PROVIDE HASP TO
HOLD GATE OPEN
7" DIA. WELDED CAP
LOCKING DE CE O BE (12" X 36" BLACK & YELLOW
KIN V€ T
HEAVY coMBINATIoN STRIPES)
rGD•
STANDARD GALVANIZED
STEEL HIGH STRENGTH
ENTIRE POLE
STEEL PIPE BOLLARD FILLED
WITH CONCRETE
4" DIA. STEEL PIPE
DUTY
SAFETY HASP1N,
�
U-CHANNEL SIGN
PAINT 2 COATS OF
�mJ
POST
INDUSTRIAL GRADE BLACK
PAINT
GREASED, 5" DIA. STEEL
7211±
�e
a PIPE INSIDE
A 6" STEEL PIPE,,"II.,
30"
I
FINISH GRADE
24EO
FINISH GRADE " SETBACK FROM
EDGE OF PAVEMENT
FINISH GRADE ' N
\ DRIVEWAY - 24` WIDE
.................................,...,,....,....,
{
ti
,t
6" MIN.
..................
t
2 MIN �-_- i�
A .. , ..•...
''
.......................................•....,,.......,..................
•'
......... ..................•.............•..•...........•. ... ..... ,..
`• .r:
1
D
%3
2"-3" COARSE AGGREGA
o 0
0 4
DRIVEWAY
GROUND
g p
t� ('�� �
0
,. '—}�.I..l..1.�7
LI,—ill
00
i •... •+
'..! ,4 '
�'•, .A•, F'
�ll!��'�j•3'
jjj:
a a
d.��� 5" DIAMETER STEEL
• "; .a ' PIPE SET IN 3000 PS€
:<,�.•
,_
:��•e;: •,•
• .
APPLICABLE AT ALL POINTS OF INGRESS do EGRESS UNTIL SITE IS STABILIZED. FREQUENT CHECKS OF THE DEVICE AND
CONCRETE
TIMELY MAINTENANCE MUST BE PROVIDED.
I �—f I II
T�
I.y
• : 1 � —I 11—I
��
24
n
36
NOTES:
Ll
`.I.
a 4 1L1 LII
-3000 PSI CONCRETE
5" DIAMETER STEEL
PIPE SET IN 3000 PSI
A. 2"-3" COARSE AGGREGATE SHALL BE USED. PAD TO BE 100' L X 20`W X 6"0
�� €
a
TIE -BACK POST
(ONE ON FACH SIDE)
CONCRETE
B. TURNING RADIUS TO BE SUFFICIENT TO ACCOMMODATE LARGER TRUCKS
C. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILIZATION BY ALL CONSTRUCTION TRUCKS,
��I
!—
a
"• "'I o.
PAINTING SPEC€FICATIONS: -_ (OR APPROVED EQUAL)
0. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF TRAFFIC ONTO STREETS.
PERIODIC TOP DRESSING WITH STONE WILL, BE NECESSARY, KEEP SOME ON HAND,
E. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED IMMEDIATELY.
NOTES:
1. MANUFACTURER: TNEMEX COMPANY, INC., PO BOX 5646, CARY, NC 27512
MAINTENANCE
��
1. ALL STEEL PIPE SHALL BE HOT -DIPPED GALVANIZED AND
EPDXY PAINTED.
2. SYSTEM TYPE: EPDXY -POLYURETHANE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD AND SEDIMENT FROM LEAVING THE CONSTRUCTION SITE,
THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-iNCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE
USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
SIGN &SIGN INSTALLATION SHALL CONFORM TO MANUAL ON
��
SPILLED, WASHED. OR TRACKED ONTO PUBLIC ROADWAYS.
UNIFORM TRAFFIC CONTROL DEVICES,
T—T- T
3. SURFACE PREPARATION- SSPV-SPI AND BRUSH OFF, BLAST CLEAN.
1' 6" DIA
4. PRIMER: SERIES 27 (FIELD -COATED) TYPDXY OR 69 HI -BUILD EPDXOLINE.
STANDARD 'STOP ' SIGN DETAIL
TYPICAL
BOLLARD DETAIL
5. FINISH PAINT. SERIES 73 ENDURA-SHIELD, SEMI -GLOSS, COLOR YELLOW
CONSTRUCTION ENTRANCE
NO SCALE
NO SCALE
NO SCALE
ACCESS GATE DETAIL
NO 'SCALE
SEEDBED PREPARATION:
SILT FENCE 51LT FENCE
BERM TO BE VEGETATED 3` (MIN,)
�-
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3" DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
RIP ENTIRE AREA 6" DEEP,
25'f
TRAVEL SURFACE
8' max. standard strength #o5ric wltis were fence
REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND
UNIFORM.
2,•�
max. extra strangt aria Without were ence
APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
'009 lit,
ED
steel �l"� I'III I{II I!' t
CONTINUE TILLAGE UNTIL A WELL PULVERIZED, REASONABLY UNIFORM SEEDBED IS PREPARED 4" TO 6" DEEP.
TYPICAL PROPOSED. HAUL ROAD CROSS SECTION
Q
PLACE 51LT FENCE OOWNSLOPE OF STDCKPILE AREAS
post
r I,I' !- l ' } p ,)� �, ! a s
Ift! I : pfasticar
wive fics
SPREAD SEED ON FRESHLY PREPARED SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT OR
CULTIPACKER AFTER sEEDING.
(SILT FENCE TO 8E USED WHEN
EXISTING GROUND LEVEL
; ��t I, 11) f , ✓
r rt„I
II€'t18-Z'I
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
CONDITIONS ARE UNFAVORABLE FOR SILT
DITCH USE OR AS INDICATED ON PLANS)
VARIABLE
,>�,
Wire r t �II7_ ' i{ : 7 ,
Fence
HYDROSEEDING
I
NO SCALE
NOTES:
1, STABILIZE BERM SLOPE ACCORDING TO SEEDING SCHEDULE D£TAII
a :
SURFACE ROUGHENING IS PARTICULARLY IMPORTANT WHEN HYDROSEEDING, AS A ROUGHENED SLOPE WILL
PROVIDE SOME NATURAL COVERAGE FOR LIME, FERTILIZER, AND SEED. THE SURFACE SHOULD NOT BE
COMPACTED OR SMOOTH. FINE SEEDBED PREPARATION IS NOT NECESSARY FOR HYDROSEEDING OPERATIONS:
TYPICAL STOCKPILE
farwordnlolrul
LARGE CLODS, STONES, AND IRREGULARITIES PROVIDE CAVITIES IN WHICH SEEDS CAN LODGE.
24_ tIIG trans t .,...:::
RATE OF WOOD FIBER (CELLULOSE) APPLICATION SHOULD BE AT LEAST 2,000 LS/ACRE.
Filter
fn6rlc
r
APPLY LEGUME INOCULANTS AT FOUR TIMES THE RECOMMENDED RATE WHEN ADDING INOCULANT TO A
HYDROSEEDER SLURRY.
IF A MACHINERY BREAKDOWN OF X TO 2 HOURS OCCURS, ADD 50% MORE SEED TO THE TASK, BASED ON
THE PROPORTION OF THE SLURRY REMAINING. THIS SHOULD COMPENSATE FOR DAMAGE TO SEED. BEYOND
Were
fence
2 HOURS, FULL RATE OF NEW SEED MAY BE NECESSARY.
Cross -Section
View
LIME IS NOT NORMALLY APPLIED WITH A HYDRAULIC SEEDER BECAUSE IT IS ABRASIVE. IT CAN BE BLOWN
ONTO STEEP SLOPES IN DRY FORM.
25' MINIMUM
MAINTENANCE:
INSPECT SEDIMENT FENCE OUTLET AT LEAST
ONCE A WEEK OR AFTER EACH RAINFALL.
MAKE ANY REQUIRED REPAIRS IMMEDIATLELY.
Filter-
Sreet fabric Backftll trench Murat
Pori I th roeghla
CRIMPING STRAW MULCH
CRIMPING CAN BE APPLIED TO AREAS ADJACENT TO ANY SECTION OF THE ROADWAY WHERE TRAFFIC IS TO
SILT DITCH DIRECTED SACK TO
(
STEEL FENCE POST
SHOULD THE FABRIC OF A SEDIMENT FENCE
WIRE FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME
I �• ;=,' • �'
4. 'r:: UPa4ai�c
BE MAINTAINED OR ALLOWED DURING CONSTRUCTION. IN AREAS WITHIN StX FEET OF THE EDGE OF
PAVEMENT STRAW IS TO BE APPLIED AND THEN CRIMPED. AFTER THE CRIMPING OPERATION IS COMPLETE,
AN ADD€TIONAL APPLICATION OF STRAW SHALL BE APPLIED AND IMMEDIATELY TACKED WITH A SUFFICIENT
WASTE MATERIAL PIT AT LOW POINT INTERVALS )
INEFFECTIVE, REPLACE IT PROMPTLY.
HARDWARE CLOTH
REMOVE -SEDIMENT AND RESTORE THE SEDIMENT
- + , roan + t " .-.�"*
•, , " .. , ,
• " .
? `: , R , r min
AMOUNT OF UNDILUTED EMULSIFIED ASPHALT.
—
—
FILTER DF 1 INCH DIAMETER
# 57 WASHED STONE
4OW
STORAGE AREA DEPOSITS AS NECESSARY T0.
PROVIDE ADEQUATE STORAGE VOLUME FOR THE
NEXT RAIN. RESTORE OR REPLACE STONES AS
•
24• �. ; :. �;•,.
•.•:�;•;+•'
_•� ' +. * ',;.�
STRAW MULCH SHALL BE OF SUFFICIENT LENGTH AND QUALITY TO WITHSTAND THE CRIMPING OPERATION.
EQUIPMENT INCLUDING SHAI L BE SUBJECT TO THE APPROVAL OF THE ENGINEER
O�RECnO�
CRIMPING POWER SOURCE
PIT
1B" NECESSARY.
;"
PROVIDING THAT MAXIMUM SPACING OF CRIMPER BLADES SHALL NOT EXCEED
GRADE REMOVE ALL FENCING MATERIAL AND UNSTABLE
SEDIMENT
SEDIMENT DEPOSITS AND BRING THE AREA TO
6 GRADE AND STABILIZE IT AFTER TWE
SEEDING SCHEDULE:
STORAGE
CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED.
�+ /�
JILT DETAIL
TEMPORARY SILT DITCH (NCDOT STANDARD
1630.03)
.FENCE
NO SCALE
SEEDING MIXTURE WINTER/EARLY SPRING SUMMER FALL
� RATE(LBZACRE) R�,{�SE) IjA,IE�E)
NO SCALE
GERMAN MILLET _ 40 -
RYE (GRAIN) 120 - 120
INSTALLATION SPECIFICATIONS
PARTRIDGE PEA so - 6D
FILTER OF 1 INCH DIAMETER
SEDIMENT STORAGE
SEEDING DATES 12/1--4/15 4/15-8/15 8/15-12/30
B 57 WASHED STONE
�IDTEi o'
a
•'" • 0
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE
OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY,
2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD
SOIL AMENDMENTS
LIMESTONE 2000 LB/ACRE 2000 LB/ACRE 2000 LB/ACRE
SILT FENCE FABRIC TO OVERLAP
HARDWARE CLOTH BY 12 INCHES ,°o
,o o o
b "^ eto
APPLICATIONS.
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE, AND AS CLOSE
FERTILIZER00-10-10) 750 LB/ACRE 750 LB/ACRE 1000 LB/ACRE
STRAW MULCH 4000 LB/ACRE 4000 LB/ACRE 4000 LB/ACRE
00 00 o
° G°o
_
AS POSSIBLE TO THE FABRIC, ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM
EMULSIFIED ASPHALT TACK 435 GALLON/ACRE 435 GALLON/ACRE 435 GALLON/ACRE
WATER PRESSURE.
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
SILT FENCE FABRIC
HARDWARE CLOTH
ON WIRE FENCE STEEL FENCE PGST
5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED WITHIN THE TOP 8 INCHES
OF THE FABRIC. ATTACH EACH TIE DIAGONALLY45 DEGREES THROUGH THE FABRIC, WITH
PERMANENT SEEDING
ON WIRE FENCE
EACH PUNCTURE AT LEAST 1 INCH VERTICALLY APART. ALSO, EACH 11E SHOULD BE
SEEDING MIXTURE AUG. 15 - APR 30 MAY I - AUG 14
POSITIONED TO HANG ON A POST NIPPLE WHEN TIGHTENED TO PREVENT SAGGING.
DES RATE( BL ACRE) 136WIL,�E)
PLAN VIEW
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3
KENTUCKY 31 FESCUE 120 • -
TIES.
SERICEA LASPEDEZA 30 30 (SLOPES ONLY)
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE TIME GROUND LEVEL.
RYE GRAIN 25(SLOPES ONL'Y'NOV 25--FES 28) -
STEEL FENCE POST SET
8, THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE
HULLED BERMUDA _ 25
WARDWARE CLOTH
MAXIMUM 2 FEET APART WIRE FENCE
COMPACTION,
9. COMPACTION -IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL
PENSACOLA BAHIA - 50
MILLET - 10(SLOPES ONLU JUN 1--AUG 1)
IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR,
SKID STEER, OR ROLLER EXERTING AT LEAST 60 POUNDS .PER SQUARE INCH. COMPACT THE '
UPSTREAM SIDE FIRST, AND THEN EACH SIDE TWICE FOR A TOTAL OF 4 TRIPS.
SOIL AMENDMENTS
LIMESTONE 2000 LBS/ACRE 2000 LBS/ACRE
SILT FENCE
MAINTENANCE
FERTILIZER(10--20•-20) 500 LB/ACRE • 50D LB/ACRE
FABRIC
STRAW MULCH 4000-5000 LB/ACRE ' • 4000•-5000 LB/ACRE
12
INCH
1 ctr2t
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
EMULSIFIED ASPHALT TACK 435 GALLON/ACRE 435 GALLON/ACRE
REQUIRED REPAIRS IMMEDIATELY.
.
GRADE
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DEOMPOSE OR BECOME INEFFECTIVE,
HYDROSEEDING
MATERIAL QUANTITY.
REPLACE PROMPTLY.
SEED 20O LB/ACRE
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE
NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE
.FERTILIZER 500 LB/ACRE ,
STRAW MULCH 2000 LB/ACRE
FENCE DURING CLEANOUT.
TACKIFIER 100 LB/ACRE
BURY WIRE FENCE, HARDWARE CLOTH,
FRONT VIEW THE TRENCHNCE FABRIC 8 INCHES INTO
I
REMOVE ALL FENCING
•GRADE AND STAB€LIZE "IT AFTERSTHE CONTRIBUTINGSEDIMENT
DRAINAGE AREADEPOSITS
HAS BEEN PROPERLY AREA TO
MAINTENANCE:
STABILIZED.
STANDARD
SILT FENCE OUTLET
SOME RECOMMENDED GRASS SPECJI S MAY REQUIRE TWO .YEARS FOR ESTABLISHMENT, DEPENDING ON SITE
NO SCALE
CO DITIONS. PECTS EDED AREA OR AIL R €
RESEEDINGS. IFSWEEDY EXOTIC SPECIES HAVE OVERTAKEN THE AREA AFTER THE FIRST GROWING SEA SON THE
INVADING SPECIES MUST BE ERADICATED T`O ALLOW NATIVE SPECIES TO GROW, NATIVE VEGETATIONS ARE
DIFFICULT• TO MANAGE AND TAKE LONGER TO ESTABLISH: MONITOR THE SITE UNTIL LONG TER M STABILITY HAS
BEEN ESTABLISHED;
C`
BAF�T"LBTT
POLIC ISLAND
PIT
DATE: OCT4BER
2020
c�IEN� coDE�9 BEPLLC
No. 7 TOWNSHIP EDGECOMBE COUNTY
SCALE(HoRz):
O•
N/A
CADFILE:19o54CUP3
°
FIELD BOOK. 343
=
sEA
M 20106 �ti -
ENGINEERING & SURVEYING,
PC
DETAILSPROPERTIES,
BAT"TL�BC�� A�L-1906 C
SCALI VERT :
{ ) N
/ A
DRAWN BY. CEDAR
SURVEY BY: DB, JS
NORTH CAROLINA ZONE: AR-30
NASH STREET NORTH
TELE: [phone]
-
-,�°�
IMLSON, N.C. 27893-1726
License No. C-1551
FAX: [phone]
— MINING PERMIT —
REVISIONS:
PIN # 4800-53-1043 SHEET DT1
www.bartlett.us.com

NPDES Slormwaler Discharge Permit for Conslrucilon Activisks (NCG01)
NCnENRIDivislon of Enemy, Minoru] and Land Resources
STABILIZATION TIMEFRAMES
{Ef[o6trvo Aug 3;:zatli
SrrE AREA DESCRIPTION
STASIUZATION
TwEPRAmg EXCEPTIONS
d Perimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water {HQWI Zones
7 days
None
Slopes steeper than 3:1
❑
7 days
It slopes are 10' or less In length and are
not steeper titan 2:1, 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 5D' in length.
-' All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
Compacted soil
2}
CONSTRUCTION SPECIFICATION:
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION PLUS
THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE LESS THAN
30 WORKING DAYS.
MAINTENANCE:
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK , AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS . AND
MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE
RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
TEMPORARY DIVERSIONS
NO :SCALE
TYPE A TYPE B
PIPE cWrLFr To FLAT AREA WrrH No DAD CHANNEL PIPE OUTLET TO WELL-DEFINED CHAMP
A A .
aW=da+La
do .
do (MIN.)
PLAN VIEW
1ATINEL
W
OM
SLOPE r= 0% I FLOW
.. d
d .t.
8EC710N A -A GEOTEXTTLE GEaTEXT3IF
FABRIC LINER FABRIC LINER
CTM B - NOTES:
1. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER
BUT NOT LESS THAN 6 INCHES.
2. d+ = 6" ABOVE MAXIMUM TAILWATER OR TOP OF
CHANNEL BANK (WHICHEVER IS LESS).
OUTLET PROTECTION 3• Lo = LENGTH OF RIPRAP APRON.
4, do = PIPE DIAMETER
NO SCALE 5. STONE DIA. - (FROM CHART]
CONSTRUCTION SPECIFICATION:
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED
IN THE SUBGRADE TO THE DENSITY OF THE SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL MAY ALSO BE
FILLED BY INCREASING THE RIPRAP THICKNESS.
2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON THE PLANS.
3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION. REPAIR
ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD
OVERLAP SO THE TOP LAYER IS ABOVE THE DOWNSTREAM LAYER A MINIMUM OF I FOOT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER.
5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE DIAMETER.
6. RIPRAP MAY BE FIEF STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR, HIGHLY WEATHER -RESISTANT AND WELL GRADED.
7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END. MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE
RECEIVING AREA OR SLIGHTLY BELOW IT.
8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED
TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON.
9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION
MAINTENANCE:
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT ()z INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE
RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
`tttlllfUlt%, BARTLETT
SEAL %P ENGINEERING & SURVEYING, PC
20106 1906 NASH STREET NORTH TELE: [phone]
WILSON, N.C. 27893-1726 FAX: [phone]
''����'��„$lt��►�`�%%% License No. C-1551 www.bartiett.us.com
Figure 6.17d Temporary Channel Liners; Washinglon Slate Department of Ecology
Excavate channel to design'
1 r Overlap 6" min, grade and cror.-section
Design depth
Ord 0 iq Longitudinal
� "Fr a ` Iry xis anchor trench
OvtreutahaMCI 2'toallowbdllrlrig 1lGdsrFd et . sT'f �rI ll'; ii i
during seedbed preparation`
l 6 T Icat imtollatlon
with erosion control
' blankets or turf 6 0 e reinforcement mats �'' `u"a �. �•;i3•
55
6:_ �.
intermittent check Blot I.angitudinat anchor trench
Shingle -lap spliced ends or begin new
Prcporr
inatalli
tempi
NOTES:
1. basign velocities exceeding 2 ft/sac require temporary blankets, mots or similar liners to protect
seed and soil until vegetation becomes established.
2.6rars-lined chonncls with design velocities exceeding 6 ft/see should Include turf reinforcement
mats
MAINTENANCE:
1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
Z GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT
OCCUR BENEATH THE RECP.
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE
GROUND SHALL BE REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE
FIXED AND THE ERODED AREA PROTECTED.
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS
ESTABLISHED.
TEMPORARY CHANNEL LINER
NO SCALE
L = The distance such that points
A and B are of equal elevation
L
Figure 5.83a Space check dams in a channel so that the crest of downstream dam is at elevation of the Iola of upstream dam.
CHECK DAM SPACING DETAILS
NO SCALE
1.5 min.
. 9"Min J
Plan View
12' of NCOOT#5 or #57 r
washed stone
Class B Riprop�
2' max, at
center
Filter Cloth
Ld
4' to 6'
Cross -Section View
Figure 6,93b Stone check dam Slone should he placed over the channel banks to keep water from culting around the
dam.
CHECK DAM CROSS --SECTION VIEW
NO SCALE
CONSTRUCTION SPECIFICATION:
1. PLACE STONE TO THE TUNES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION.
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE, THE DAM ABUTS THE CHANNEL
BANKS.
3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING AROUND THE ENDS OF THE CHECK
DAM.
4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME AS THE TOE
ELEVATION OF THE UPPER DAM.
5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE EROSION.
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE.
7. ENSURE THAT THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO DAMAAGE OR
BLOCKAGE FROM DISPLACED STONES.
MAINTENANCE:
INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT ()k INCH OR GREATER) RAINFALL .EVENT
AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN
NEEDED.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE
DAM. CORREDT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE
TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL.
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE
CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM.
ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
Dewatering Bag Standard Drawing
The purpose of a Dewotering Bag is to collect sediment contained in the discharged water, to prevent
the scour and erosion from water exiting a pipe at high velocity, to defuse the water over a wider
area to minimize erosion as the water drains away, and to retain oil contained within effluent.
A SedCatch® dewatering bag or approved equal should be used anytime water is pumped on the site.
SedCatch® Dewatering Bag
www.SedCatch.com
PULP( -INSERT DISCHARGE
HOSE 5ft IN BAG
• . . .. .r . .
. . . .
- r w r ♦ ..
SUCTION HOSE
DEWATE
• w • '
RING
/ ,,,,,-� w ► • . r ♦�. BAG
III _
III-1►I II I -I I I,,11 1 l I I I 11 III -I IF
WATER -1 1= DISCHARGE -I 11, 1 I I„Ill ►IIM G1 I ICI ..�... � r
HOSE
1I I€1 ►i l I►11= 6 IMEsoPE F t I _Ili -III. , i l ►i , I
Arm A--embly
PERSPECTIVE VIEW Unit
PVC End PVC Vent
CapPVC-lbCW pipe Sched0c 40
� � - PVCaipa
Cap
5chedula 40
MIC Pipe PVC Nor,
PVC Ter E _ uPVC Tea 4)rtfica . i{esos in
17rdartide r"tnxibin Pda es
Hasa
Buttam5urfac6
END Vow FRONT VIEW
Figure 6-64a Schematic of a skirni from S omsyWania Erosion and Sediment Polldon Control Manual,
Marett. 2M_
SKIMMER DETAIL
NO SCALE
Woad Stake
or fetal Past
Plan View
r�Sltt°'�z 3ri>ti'G� , z
sus h
f � ,ir}l WO
Inflow
structtn•c rr : B , i �'yS1 ttl v .
l"Yl,i
f Lu
I-
'1!-teal,Yii.r { R....
Y< s g
f 3 t k?lt
t f�
j t °i�dewdtprrrjg
ire: t Nr;tlllwcy
AveYCaa Aron"
Drape baffle r1Ta#erial over wire strand and Extend 9 gauge wire to basin side or install- past to anchor vrdrti'�+
secure with plastic ties at posts and on wire every 12' baffle: to side of basin and secure to vertical post
j �� (( Arraofbaslnnoterstrfacoal rsaffleS
i- * --' 4' Max. �t top at prImb"l sptitwWf elevation
9 Gauge MinHigh __■t` side arras Embankment
Tn#law �'-' on 1 or fatter &:ffks Freehr•d (width= 5' min.)
ruchra
Tension Wire Strand 3' MIN ! Variable Depth
Shall Be Secured
To PostTo Support �!
f5awatcr, . �o
Baffle Material € € I 1 Secure bottom. of baffle to ground with =ate "d ,It iN �7� �: 5?� s n .f; f =,i to 1 vllt iii <{N t k' r t ._emu terrier enc sc,llwa n
121staples ati2"rilaximutnspacing. Wiicerfa rir, �c;,lfl�waYy
Baffle Material
SaeLn>rJtr Crams-Saetian
storage one View (4 1 Stone Pad
Baffle Material (44'xl' mh.}
Figure 6.64a Example of a seairrazn basin xith a skulmer ovt_tand emaiWcy spptaay. From Pennsytvaniat
Eraasm and SedimentPollution Control Mamral, March, 2M.
If the temporary sediment basin will be 1 I Gauge
converted to a permanent stormwater basin Landscaping Staple
of greater depth, the baffle height should be
based on the pool depth during use as a l e CONSTRUCTION SPECIFICATION
temporary sediment basin. `' l
1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL
w i ; CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE
r i MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW BASIN AS NEEDED.
Note: Install three (3) coir fiber baffles in basins Steel POSt ; t 2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND OTHER
i OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT 'TO EXCEED 9 INCHES, AND MACHINE COMPACT IT OVERFI" THE
at drainage outlets with a spacing of 114 the i ; T-a" Depth EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
basin length. Two (2) coirfiber baffles can be '- _I 1 SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUCH BY
Baffle Material should be secured to the bottom EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR PROVIDiNG A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
installed in the basins less than 20 ft. in length and sides of basin using 12"lartslscd a situ ley 4• PLACE THE BARREL (TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO
with a spacing of 1/3 the basin length, g p p NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE FILL
MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACT IT UNDER AND AROUND THE PIPE To AT LEAST THE
SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE FIRM CONTACT WITH
ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES. PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL
OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. IN NO CASE SHOULD THE PIPE CONDUIT BE.
INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE.
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS DESIGNED.
Figure f.656 COir Fiber Baffle Detail 6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE.
g ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE
Cross section of a porous baffle in a sediment basin. SURE TO ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE
SKIMMER TO THE SIDE FOR MAINTENANCE,
7. EARTHEN SPILLWAYS -INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF
PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE, AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL
Coir Fiber Baffle Material Property Requirements OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD BE LINED WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC.
Thickness 0.30 in. minimum THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF THE DAM
FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC MUST BE LONG
Tensile Strength (Wet) 900 X 680 Ib/ft minimum ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ONE PIECE, NOT
JOINED OR SPLICED: OTHERWISE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE
Elongation Wet 69% X 34% maximum ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPPER
Flow Velocity 1 a-12 ft/sec SECTIONS(S) SHOULD OVERLAP THE LOWER SECTION(S) SO THAT WATER CANNOT FLOW UNDER THE FABRIC.. SECURE THE UPPER
EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS. 8. INLETS -DISCHARGE WATER INTO THE BASIN IN A
Weight 20 oz/SY 680 /m minimum MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT
SEDIMENT --LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY.
Minimum Width 6.5 feet 9. EROSION CONTROL -CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY
Open Area 50% maximum FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY
EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER
CONSTRUCTION.
1INSTALL6.65
CONSTRUCTION: 1L AFTE ALL THESSEDIMENT-PR DUCINGBAFFLES ASEAREASRHAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE
UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY.
1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO SIDE.
2. INSTALL THE COIR FIBER BAFFLES IMMEDIATELY UPON EXCAVATION OF THE BASINS.
3. INSTALL POSTS ACROSS THE WIDTH OF THE SEDIMENT TRAP.
4. STEEL POSTS ACROSS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES AND SPACED A MAXIMUM OF 4 FEET APART. THE
TOP OF THE FABRIC SHOULD BE A MINIMUM OF 6 INCHES HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS OF BAFFLES MAINTENANCE
SHOULD BE A MINIMUM OF 2 INCHES LOWER THAN THE TOP OF THE EARTHEN EMBANKMENT.
5. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET DISCHARGE POINT BASINS LESS THAN 20
FEET IN LENGTH MAY USE 2 BAFFLES. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER)
6. ATTACH A 9 GAUGE HIGH TENSION WIRE STRAND TO THE STEEL POSTS AT A HEIGHT OF 6 INCHES ABOVE THE SPILLWAY RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN
ELEVATION WITH PLASTIC TIES OR WIRE FASTENERS TO PREVENT SAGGING: IF THE TEMPORARY SEDIMENT BASIN WILL BE SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE
CONVERTED TO A PERMANENT STORMWATER BASIN OF A GREATER DEPTH, THE BAFFLE HEIGHT SHOULD BE BASED ON THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE F
POOL DEPTH DURING USE AS A TEMPORARY SEDIMENT BASIN. SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE
7. EXTEND 9 GAUGE MINIMUM HIGH TENSION WIRE STRAND TO SIDE OF BASIN OR INSTALL STEEL T-POSTS TO ANCHOR BAFFLE SKIMMER.
TO SIDE OF BASIN AND SECURE TO VERTICAL END POSTS.
a.
8. DRAPE THE COIR FIBER MAT OVER THE WIRE STRAND MOUNTED AT A HEIGHT OF 6 INCHES ABOVE THE SPILLWAY ELEVATION. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND
SECURE THE COIR FIBER MAT TO THE WIRE STRAND WITH PLASTIC TIES OR WIRE FASTENERS. ANCHOR THE MATTING TO THE THEM.
SIDES AND FLOOR OF THE BASIN WITH 12 INCH WIRE STAPLES, APPROXIMATELY 1 FT APART, ALONG THE BOTTOM AND SIDE
SLOPES OF THE BASIN. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE o
9. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN. THE SKIMMER 808 UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THESE DOES NOT WORK, PULL THE o
10, ADJUSTMENTS MAY BE REQUIRED IN THE STAPLING REQUIREMENTS TO FIT INDIVIDUAL SITE CONDITIONS. SKIMMER OVER To THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE N
IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS, t
MAINTENANCE:
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A o
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING •THE SKIMMER. 0
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL -9
INEFFECTIVE, REPLACE IT PROMPTLY. WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE,. AND INSPECT THE 0)
EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIR IMMEDIATELY. REMOVE ALL TRASH AND OTHER
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL, TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND. DEBRIS FROM THE SKIMMER AND POOL AREAS.
TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT, AND REPLACE IF 0
DAMAGED DURING CLEANOUT OPERATIONS. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE vi
WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE
SEDIMENT DEPOSITS, BRING AREA TO GRADE, AND STABILIZE IT. Q
to
TEMPORARY SKIMMER SEDIMENT BASIN
BAFFLE INSTALLATION
NO SCALE �
IL
© �+ DATE: OCTOBER 2020 PROJECT: 1 s-054 W
r OLK ISLAND PIT SCALE(HORZ): �AI�E���CODE:������ C No. 7 TOWNSHIP EDGECOMBE COUNTY
N/A FIELD BOOK: 343 0
DETAILS BA�'T`LIEBORO FAST' PROPERTIES, LLB SCALE(VERT): N A ����� �Y: �8.��� NORTH CAROLINA ZONE: AR-30
MINING PERMIT "' REVISIONS: PIN # 4800-53-1043 SHEET DT2 U
Installation and Use:
1. Place SedCatch® Dewatedng Bag on the ground or on a trailer over a relatively level, stabilized area.
2. 1nsert discharge pipe o minimum of 5ft. inside SedCatch® dewaterinq bag and secure with a rope
included) wrap ed 6 times around the snout over a 6 inch width of the bag.
. Replace Sed atch®Dewatering Bag when ,half full of sediment or when the sediment has reduced
the flow rate of the pump discharge to an impractical amount.
Maintenance and Disposal:
1. Remove and dispose of accumulated sediment oway from waterways or environmentally sensitive
areos. Slit open Sediment Baq and remove accumulated sediment. Dispose of bag at on oppropriate
recycling or solid waste facilify. OR; as directed by engineer or inspector.