20240924_Mine_Maps

0
4
Co- P 60
&Walston Farm
0 urtado,Walter&Jennie E. No.1932 Partnership DB 1692
DB-2039 PO Box 1427 PG.0867 3720-50-849� O O
P.O.Box]774 PG.-21 3720-20-9314 � -
Wilson N.C.27894-1774 Wilson,N.C.27893 V Cozart&Walston Farm 1692
No.1932 Partnership DB 0867
_ PO Box 1427
PG.0867 3720-50-8492
Wilson N.C.27893 r
o w w r w w mow +�(e w ww�= w
s \WILSON w w
c pip w w ww�� w w ww�ww w w ww+��r w w w�w� w s w�wws
�..� ., Ol �. �. w ww �
_ w �
6 �� HP 100'BUFFER , Y,''.•-i: TD-5
Lincoln TD-4
' Heights
Wiggins
Mill .r
_ sP.
80 j. '.. `. CULVERT
o �Ik ;:. u.t
r.
o n y42` �.' ., ;;,<. ,. a ` � w�,..r U42"CMP
SANDY
Leland Cypress I ,�� ,r,� p„ Jr • ;•'
r
3 Rows Deep ;l W
Evansdale
SITE 10'on Cen r
x /
' altr 3
nh ,.�: yr`- � � w,._` '�•s �. t t
v
n" t ,
8 � �„; �d��; x a- v°-,. •.., � SDVBUFFER ,ws"�a o-� ��� �7
Black
Creek ; _ �* r „• -
VICINITY MAP `
McVicker,David J. FB23,��,�P.O.Box 422 3629-29-5545 ,@BlackCreek N C 27813 ^5 --. / - Lane,Susan D.
_ y - its Lakeside Dr. G.414 3730-01-3318
♦ /. � Wilson N.C.27893
O
__ ^ '. '�"►•.�--sue� ..
D 923 i
Outtall 00 ' r ..
(approximate location) �� f
/ / LP
To#22
\ (4)Existing /
1091 36"CMP % -l3P �
13
Estate of Tomlinson,D.Ronald DB 1879 ` f 'i P 7„9
1004 Cardinal Dr. PG 7" 3629-08-9609 a"
Wilson,N,C 27896-1518
<.,`� �' PIT LIMITS
x, 46.5 ACRES
TDin
OR
IL �1 TD#
.� qk HO
Settling sB#I / xt LP SW '4
' Cells I yI
' TDiB "
River Road _ Jackson,Audrey D.
DB 090E EXISTING
PO Box 7203 3629-38-3059 r,�,
Wilson N.C.27893 'k.305 o TR.EELINE
fA SB#9 BUIFFER
Kt TDnn
&4W-2D
Make Up Water/Pit
00
Clarification Pond I
Outfall 001\IN,
- �
° 50'Buffer It 14 Lak s de Dr, c 1225 3629-78-50r4 ,
From Treeline / Xt.> Wilson N.C.27893
i.
� 50'Buffer to Remain
Outside of Existing TD 18
Jackson D. DB 090E Treeline lip
PO B 203 •PG.305 3629-37-6402 _ '
ils d.C.27893 -
°t, � Existing temporary ditch
to be carry drainage from
5'high dike/berm around pit
HATHAWAY ROAD IIP
16
SB-J
SB-K
— Existing
Clarification '
Outfal100 (0A Ac.)
s (approximate location) ��
Darnels,Chapel DB 2185 `
4828 Frank Price Church Rd. PG 204 3629-36-2963
Wilson,NC 27893 -
Daniels,Chapel DB 2185
4828 Frank Price Church Rd. PG.204 3629-36-3715
Wilson,NC 27893 O
6
Daniels,Chapel DB 2185
\ ,
t
4828 Frank PricenChurch Rd. PG.2U4 3629-36-3567 O
Wilson,NC 27893 7 1
h
a/�
FUTURE
8 RESERVES
Barnes,Patrick L. DB-2254
1907 Chelsea Dr. PG.-537 3629-45-1986
Wilso.,N.C.27896-1460 _
PERMIT BOUNDARY ■ ■
7
•� ••� •' ,f' -"" ., „� ADJACENT PROPERTY _
t . ( EXISTING TREELINE
� ROAD PAVED i
low
DIRT ROAD
«.+ s
Newsome Fauns,Inc. rB�i435 WATER477 Buck Newsome Rd. G. 569 3639-24-2435 • --
Fremont,N.C.27830
DIVERSION DITCH
BERM(to be built)
BERM(built)
NOTES:
1. Based on FEMA FIRMS dated 01/06/83,the 100-year flood elevation ranges 9 y BUFFER
from 80'at the southern boundary to 82'along the northern boundary. All �o SEDIMENT'['RAP
Newsome,Nathan L. DB-2154 1~��4 bQp v
fill slopes within the flood plain will be armored with Rip-Rap up to the a77 BnekNewsome Road 3629-35-8t70 S
IA0-year flood elevation. Prior approval from Wilson Cotmty will be required Fremont,N.C.27830 Pis 532
for any activities within the floodway. o TEMPORARY
DIVERSION DITCH
2. Property Map provided by property owner. Adjacent property information � TEMPORARY
obtained from the Wilson County Planning andTax Office GIS website. ROCK CHECK DAM `
3. All proposed development is on existing,cleared,agricultural land. No SILT FENCE
additional clearing is needed at this time.
Y � 100-YR FLOODWAY
COMM YNROAD 4. No wetlands to be disturbed without proper permits from the US Army
GROC Corps of Engineers,and the NC DEQ Division of Water Resources. DEEP OBSERVATION WELL
5. As noted on the NC Wildlife Resources Commissions website.With � SHALLOW
the recent changes to federally listed bat species,care will be taken to protect ''" e
the northern long eared bat and the tri-colored bat or other threatened species. � OBSERVATION WELL
During the pup rearing season from May 1-July 31,harvesting of trees will s POTENTIAL WETLANDS '
not be conducted.
yGa PIT CURRENT
Zj ® PIT FUTURE
ACREAGE TO BE
CATEGORY AFFECTED OVER 80 C
LIFE OF MINE I0 G 3*iTF� P
Tailings/Sediment Ponds 7.0
Barber%q"rretchen DB 2219 /
Processing Areas/Stockpiles 41.1 - - 1505 Kenan St.NW PG.733 3629-53-3770
Wilson,N.C.27893-2252
. . 29.8Elm
M+dl''4MI
Wastepiles $a
File Name:Wilson-MM-4-10-10.dwg
46.5 6p ' � `t DATE REVISION DATE REVISION
Mine Excavation N , "�6
1(1 04-I0-10 Updated Mmc Map f I0Y PermitRanewal-NMW I 3-14-0(I Updated Site Mapw,u,AwwateTopo-DSB MINE MAP
Other
0.0 / w 11 07-10-24 E<panded processingistockp,le auras 2 5-16-oo Updated erosion plan meth Basin#8,#9 and Check Dam#I-MS
3 9-30-03 Added Outfntls(1112 and 003 x ilh Clarification Ponds-DB
4 2-01-115 Map updated to show 27.8 acres an'ecled in 2004-NMW WILSON QUARRY
SCALE : 1."=200' 5 1-17-06 Map updated to show 0.6 acres affected in 2005-NMW
Total Acreage Permitted tza 4 WILSON COUNTY,N.C.
- C, 10.4-07 Mine permit modification to increase berm area by 9.1 Ac_,
tailing ponds by 5.0 Ac.,and processing urea/haul roads
For Disturbance
by IS.zAe.- SITE:WILSON
TOTAL PERMITTED ACREAGE 370.0 0 100 200 400 600 $00 7 u-19.07 E,dirnngdicersiondiechesT3-Kadedomap-Nngtviw
sediment basins SB•J and SB-K added to map-NMW DWN BY: DATE: 5/10/99 JOB.NO.
D.BRIGHT
8 1.17-08 Map updated to shery 21.7 acres affected in 2007-NMW 1 of 1.
I-t2-(F) Map updated to show 3G.4 acres affected in 2(I(IS-NMW CK.BY. M.SCOTT SCALE: 1"=200'
4

5y �.
`
j �WILSON ,6 0
06
6 OI 17 0 00 o � � �� a 1. mm.� � � �....■ .. � ..��� .. � �� � � Ll..��• •� �. ...��. � � ..�.�..!�, � .. �.....
Lincoln 6
Heights
Wiggins ..
Mill
°
°
SANDY
CREE
OVERBURDEN STORAGE BERM
Evansdale TO BE STABILIZED AND VEGETATED
SITE
Office,road loop and
gate at entrance to remain. �-
Ell ack Scale to be removed. w
Creek
VICINITY MAP Shop to be removed
s.
.IA,
At final reclamation,processiing plant and any
Berm to be stabilized&vegetated
remaining stockpiles are to be removed.The area
will be graded as is necessary,to ensure good
surface drainage.Area is to be scarified and .�
° revegetated. t+ r•... �,"'�
° , wrrr, tirMr+ �d ` `
Perimeter fence to be
1
installed around excavationarl
I
Above Ground Storage Tanks to be
removed.Any remaining fuels and
oils to be disposed of at approved
disposal facility. r'
o )�
— — — Settling cells to be / Y
drained,filled,&vegetated. ,.,.1
` HOMINY
' FUTURE LAKE r SWAMP
I
River Road
Clarification pond to be t
drained,fulled,&vegetated1001
.
1 /
� 1
i
HATHAWAY ROAD
0
�r� — — �� — — — — •�� — .ram
,s
tR
O
"Ta
fnO4 ��
r i
) � LEGEND:
COMMUNITY PERMIT BOUNDARY ■ ■
GROCERY ROAD
u ADJACENT PROPERTY LINE — —
I (,.. TREELINE
ROAD PAVED
DIRT ROAD
I
WATER ��
elk
w I BERM(STABILIZED)
FWW
FENCE
G
9. Note: Mortiri
File Name:Wilson-RLC. +-i4-IO.dwg —
CJ
-Erosion and sediment control structures necessary DATE REVISION DATE REVISION
10 04-I f-10 Updated Minc Map for In-Year Pem,it Renewal-NMW 1 3.14-00 Updaed Site Map v d,Accurate ToN-DSB RECLAMATION PLAN- 10 Year Mine Permit Renewal
for final reclamation will be cleaned out and placed • ,1 09.19-24 Updated logo-MC 2 5-16-00 Updated erosion plan with B sin kg,49 and Check Dam#I-MS
in good working order.All other existing erosion and 3 9-30-03 Added Oulfalls 002 and 003 with Clarification ponds-DB sediment control structures will remain in place and be WILSON
�
4 2-01.05 Map updated to show 27.8 a—s affected in 20{4-NMW V V 1L S O�7 QUARRY
l V
SCALE: 1."=200' S 1-n-oe Map npaatea In ah,vo ae acrca allcctea in zno5.NMw
allowed to revegetate naturally. 6 I0ti4-07 Mine permit modification to increase berm areabl%I Ac., WILSON COUNTY,N.C.
tailing ponds by SD Ac.,and processing area/haul roads
-Any unstable road surfaces will be graded and seeded. by 13.2Ac.-NMW SITE:WILSON
100 200 400 600 800 7 1 t-19-07 Existing diversion ditches TD14 through TD23 along with
sediment basins SB-J and SB-K added to map-NMW DWN BY: DATE: JOB.NO.
g 1.17-08 Map opdatcd to show 21.7 acres aflecled in zoo?-NMW D.BRIGHT $!10/99
CK.BY: SCALE: 1 OF 1
9 1-I 2-09 Map updated to shmv 3G 4 noes at£ected in 2oog-NMW M.SCOTT 1"=200'

Revegetation flan,
Six lAna sra as shag be(ainage"OW as Per cr41blICdw::e
CARRY RIP-RAP OVER TOP OF PIPE
C.M.P.MITRED TO CONFORM TO SLOPE Pfntffl3t-ddf fr _
RIP-RAP(DUMPED IN PLACE)TO FORM 24'-0"TRAVEL SURFACE Dams 5[rf3ClFas �I;C,;Yy,d+f gFe
CHANNEL(SEE SCHEDULE) r-cbruarlp IS-W 1 Kobe LiIIII 10
i3ahiagrass W
Radbp I
LENGTH
W CHARTBELOW8,_0„ I2'_p^ 0' 12'-0" 8'-0" DITCH
b1ilPlEaif ryFi4R Sit§{, i5'
GRASSED GRASSED
W W SHOULDER 1 SHOULDER hpeRl 1•Jt3y`s1 + � � 50
U 4"FILTER.WASHED STONE BED, GRADE POINT
FILTER FABRIC OR EQUAL. ��. ' �� �.�� EXISTING JRs @1-,aCODC.�7 1cSP collet akbC! 40
..2• ®a'orr#'4W t9 t•rdltii><4 !
CARRY 1/:2 WAY UP PIPE EDGE. -1/4"/Ft -1/4"/Ft -1/2"/Ft GRADE
-1/2"/Ft
EXISTING 3;
GRADE 2:1 1 3;1
$7CODCeOr'Z5-PasbttIV 15 tR+rwa+,lq'�r Omt=I! 1�G
\ 1-1/2"BITUMINOUS CONCRETE SURFACE COURSE,TYPE"E"OR'F" Sol Amaldm*rb
3"BITUMINOUS CONCRETE BINDER COURSE,TYPE"B"
TACK COAT PLACED AT RATE OF 0.05 GAL./SQ/YD. _-•0- 2WO 1l S aCre 60*f>t6¢b CQC0'[t"4a8r5t 6DrS'f0ml a%oil OW4
8"ABC(CRUSHED STONE PAVING)
SEE SCHEDULE FOR
S' SUBGRADE COMPACTED TO 95%AASHTO DENSITY -•�=.s�16�- I�blb 'ata��=53-�tid"♦l'���.1Q+d"'GIECWtt1�',Dt'r`uPe#ii'id�(�".a`f{<":w
wq STONE SIZE&AREA
(OUTLET PROTECTION) SEE DITCH SCHEDULE FOR DEPTH AND WIDTH OF DITCH gal OsaSO'
kW ►rd4t;CM AA:cia am"Shall be.fni.I CrAd'tGiN StFAI II s0'izw at d
5
SIZE MAX.FLOW ENERGY a 20W
CULVERT (CMP) SLOPE (cfs) DISSIPATER
1 42" 0.25% 27.32 ass - t to ASPHALT ROADWAY WITH DITCH wt'cng�pw yaossbiI dissuiboo areas she.'I0 to li ag"w4d V00 nathe wwn, sa gaor,
28'L x 17.5'W O anasses,such as 3WIOt:h gals. ieng`' OaSs.OL" n&Adgal!'*'in&9r%.
not to Scale
2 30" I% 35.64 ass - uc
151 x 10'W
1-'- rJt'r.IO'Ba(y.OP'tndeCu SttiSl CQPR 1Aai6?5 a pRoutiOS Cd"'af W+Ydlim bi4idgS5 WdSS9 that tW .
"'IliIdiIQ AmeW{@Sit-00me", sIent0 or,114 Ciagw'.0er--i::I!W'c110-N."cr_',=r.+'..-2tt#e S;ta,
^PIPE OUTLET WITH RIP-RAP PROTECTI(JN
OSEEDING SCHEDULE FOR ALL GRASSED AREAS:
5 Pitch crown to draiin NATURAL
all runoff to the 24'-0"TRAVEL SURFACE(TYP J NATURAL to, SAFETY BENCH � 10 GRADE
GRADE
interior of the property 2:t
Fill slopes armored with r% ,�,",Ti" r,. °4r x,•r•:x�a rr Siltfence CL
rip-rap up to 100-year r �•4 •t ;:.•v�i v,: I.; ,4 {,. / IT_p^ 12'-0" 8'-0" DITCH
flood elevation w*:••. •�'��w i�• • / 8'-0"
t• .2•'.• 6-t•�I•"�. �.••� GRASSED BENCH HT.VARIES
$ � ♦ o» G S. WITH ROCK ELEVATION
••o.•ra'�.. ,r' �.r•'+5:�• i �'.• �• " SHOULDER GRADE POINT SHOULDER (L APPROXIMATE HEIGHT RANGE:
_� .-�� �- EXISTING
EXISTING -1/2„/1' -14'/I' -1/4"/I' _1/2"/I, GRADE
25 GRADE 3:1 „�„�„:„ , -., ':1 ,5;\
NOTES:
1. Slopes will be tracked during construction to aid in the SUBGRADE COMPACTED TO
establishment of vegetative cover. 95%AASHTO DENSITY WIDTH
2. All exposed areas will be stabilized within 15 days VARIES-APPROXIMATELY
immediately following construction. O PIT BERM DETAIL 8"MIN.CRUSHED STONE 1/2 OF HEIGHT OF BENCH 1
3. Any fill areas located within the floodplain will be 2 PAVING
armored with rip-rap up to the 100-year flood elevation. not to scale FACE ABOVE
NOTE:CRUSHED STONE PAVING SHALL BE WIDTH WIDTH
The 100-year flood elevation typically ranges from 80' MAINTAINED BY OWNER AS REQUIRED
at the southern boundary to 82'at the northern boundary.
I I
I 24'ROADWAY(Cruched Stone) I
not to scale
I 1 TYPICAL PIT DETAIL
not to scale
/ t235'
NOTE: Pitch crown to drain
1. NCDOT 45 stone Is preferred. Pad to be 50 ft.L x 20 ft.W x 6 in. f95' :[
all runoff to the \ 3
thick(min.). in
of the property )
/ 2. Turning radius sufficient to accommu date large trucks. y r
�g
3. Must be maintained in a condition which will prevent tracking or Proposed Existing /Pitch crown to drain Bottom Width Bottom Width
direct flow of mud onto streets. Periodic topdressing may be� all runoff to the (50.) (2)Existing (27.54') t
d 6lb necessary interior of the property 36"CMPs
Lti 4. This construction entrance will be installed at all entrance and exit :...
/ points to the site. At this time the omly entrance and exit shown on
pA the site plan will be paved as part of the initial project.
Fill slopes armored with t
rip-rap up to 100-year ' , 2` I I4�
flood elevation 2
±386'
15 ft.R. NOTES:
1. Slopes will be tracked during construction to aid in the
establishment of vegetative cover.
6"MINIMUM STONE BED 2. All exposed areas will be stabilized within 15 days CROSS SECTION A-A: TYPICAL BERM DETAIL
immediately following construction. not to scale
3. Any fill areas located within the floodplain will be
armored with rip-rap up to the 100-year flood elevation. O
STONE SIZE:NCDOT#5 The 100-year flood elevation typically ranges from 80' NOTE: ( P
3 4)Proposed
OR#57 WASHED STONE O CONSTRUCTION ENTRANCE at the southern boundary to 82'at the northern boundary. Applicable DWQ and ACOE Permits 36'CMPs
4 to be procured prior to construction
not to scale
13 EXISTING/PROPOSED CROSSING TO PIT
not to scale
�►1 Train.I 14.7200'
0,00
+•vim• 23975' 2.5275'
:►••t`►ti f1 irgt:�.�.'w '►:+i..tiR 18 MN 6.4
ry pV.
•t ,+ '.;w�p�7; .�O�r• "k�,•.rti7l..yff••K'Y�. -�X%
,« � ��t�`.a .*�•r.•t. 100' 6.4100' Average width of crossing toe 27.54
Average width of crossing(top)=14.72
Average offset of top from toe=6.41
Area of average cross-section=53.35 sq.ft.
6 typical Centerline total length=362.04 fl.
Average area=19314.83 cu.ft.
0EXISTING CROSSING TO PIT Average area=715.36 cu.yds.
0 not to scale
DIVERSION DITCH CALCULATIONS
Drainage Ditch Size(feet) Cross Section Hydraulic Slope allow(ft/see)Vd(ft/sec) peak(req. Qmax. Depth of Flow Freeboard Lining
Ditch No. Area(acres) T'x it' (ft2) Radius(ft) % (Table 805a) Cale. (C.f. (c.f S.) (feet) (feet)
(�z TDIA 095 G.00x 1.00 3.00 0.35 1.0% 5.0 1.49 1.75 4.47 0.74 0.26 Tall Fescue SEDIMENT TRAP SCHEDUL
TD1B 0.75 6.00 x 1.00 3.00 0.35 1.01/6 5.0 1,49 1.75 4.77 0.74 0.26 Tall Fescue
Sediment Draina e Disturbed Sediment Trap Dimensions
g Weir Length Settling Efficiency
a
Trap No. Area (Ac.) Area (Ac.) Volume QI� Q L (Ft.) W (Ft.) D (Ft.)
RD-1 7.73 7.73 27,828 31.54 33.86 175 80 4 50 13740
a RD-2 16.5 6.05 21,780 67.32 72.27 250 120 4 100 23325
0
>
TDs 1.30 6.00 x 1.00 3.00 0.42 LO% 5.0 1.68 3,00 5.03 0.89 0.11 Tall Fescue
RTD9A 0.25 6.00 x 1.00 3.00 0.31 1.0% 5.0 1,37 1.20 4.11 0.66 0.34 Tall Fescue
TD9B 0.25 6.00x1.00 3. 00 0.31 1.0% 5.0 1.37 1.20 4.11 0.66 0.34 Tall Fescue EXISTING ST CALCULATION BASED ON RATIONAL FORMULA, Q=CIA, C=0.6, I=6.8"/HR
TDChcck Dam 12.70 12.00 x 2.00 12.00 0.91 1.0% 5.0 2.79 29.70 33.52 L91 0.09 Tall Fescue WEIR FORMULA:Q I O=CLH , C 3.0, H-1
TEMPORARY DIVERSION DITCH CALCULATIONS BASED ON'RATIONAL FORMULA: Q25=CIA, C=0.6, I=7.3tt/fIR
a'
6 not to scale
WEIR FORMULA: Q25=CLH , C=3.0, H=1
Ditch Size(feet) Cross Section Length of Slope Elevation Lining
Ditch No. T'xd' Area(ft') Ditch(ft) % Change(ft) SETTLING EFFICIENCIES FOR BASINS ARE BASED ON Q10*(0.01) IN SQUARE FEET
TD#2 6.00 x 1.00 3.00 245 16% 4.0 Tall Fescue
TD#3 15.00 x 2.50 18.75 1248 0.2% 2.0 Tall Fescue
`1'D#4 6.00 x 1.00 3.00 938 0.4% 3.5 Tall Fescue METAL POST(TYPJ
TD#5 6.00 x 1.00 3.00 758 0.2%1 L5 Tall Fescue 12 GAUGE
FENCE WIRE FABRIC(TYPJ
[7�W TD 46 6.00 x 1.00 3.00 600 0.3% 1.5 Tall Fescue
TD#7 6.00 x 1.00 6.75 286 0.5% 1.5 Tall Fescue
CIO
TD#10 6.00 x L00 3.00 290 0.9% 2.5 Tall Fescue�-' (T P. 1800 cu ft/acre
q TD#11 6.00 x 1.00 12.00 1 404 0.2% 1.0 Tau Fescue
W 2'MIN. TYPJ
,O TD#12 6.00x 1.00 12.00 438 0.6% 2.5 Tall Fescue
#57
TD#13 9.00 x 1.50 3.00 225 0.7% L5 Tall Fescue FLOW I Foot Thick Min.
PLANVIEW Stone to rise 1'min.
d TD#14 9.00 x 1.50 3.00 439 0.3% 1.5 Tall Fescue above top of dam. FILTER FABRIC
a� UNDER STONE
'1'D#15 9.00x 1.50 3.00 685 0.6% 4.0 Tall Fescue
0 TD#16 9,00 x 1.50 3.00 121 3.3% 4.0 Tall Fescue
TD#17 9.00 x 1.50 3.00 335 0.1% 0.5 Tall Fescue FASTENERS @ 6'O.C.(STAPLES OR CLAMPS)AS
REQUIRED TO MAINTAIN FABRIC TO FENCE Rip-Rip
L 9"Min.
TD#18 9.00 x L50 3,00 142 0.7% 1.0 Tall Fescue ZZZ
q FENCE WIRE FABRIC
TD#19 9.00 x 1.50 3.00 723 0.3% 0.5 Tall Fescue z I
r 18"Min.
TD#20 9.00 x 1,50 3.00 356 0.4% 1.5 Tall Fescue TOP VIEW thick
35"WIDE GEORGIA D.O.T.APPROVED FILTER
TD#21 9.00 x 1.50 3.00 1$5 0.8% 1.5 Tall Fescue FABRIC(CONTIN.)LAP SPLICES 18"AND STAPLE
OR SEW TWICE @ 12"APART ON SPLICE LAP
TD#22 9.00 x L50 3.00 176 1 0.1% 1 0.2 Tall Fescue
TD#23 9.00 x 1.50 3.00 1490 0.3% 4.0 Tall Fescue ; Rip-Ripn.
' � 5'Min. � 9"Min.
• a
t ►-.�.. 457 T
TRENCH WITH DITCH WITCH AND BURY WIRE i Foot Thick m. ■
t Z AND FABRIC(TAMP UNTIL FIRM) ''i
TD#2¢ 9.00 x LSp 6.75 308 L0%% 30 Tall Fescue I I ! 5'Min. 5'Max.
W< ------ I Line Side Sopes with#57
TD#25 900 x L50 6.75 580 0.4% 2.0 Tall Fescue, I800 cu ft/acre 1 Foot Thick Min.
FILTER FABRIC Min.
W I I POSTSPOSTS @ 6'O.C.BMAX
4 x" thick..Grade of 0
Z 7 CUT TREES,STEEL POST.etc. NU-FILTER FABRIC
4 I CROSS SECTION
I I EMERGENCY BY-PASS
O DESIGN SETTLED-FOP 6"BELOW SETTLED TOP
SILT FENCE
Li5 5'MAX. 21 MIN OVERFILL 6"FOR OF DAM
not to scale " . SETTLEMENT
4'MIN
sec schedule 2:(SIDE
2 Foot Min. her top width SLOPE MAX.
ILTER FABRIC
FILL
I-I SIDE SLOPE
Y-0"
MIN. 3'MIN. NATURAL GROUND
TOP OF BERM CARRY RIP-RAY UP
SIDES OF SPILLWAY SEDIMENT BASIN SCHEDULE Y see schedule
^ for bottom width
O O FREEBOARD Weir Dimensions
O O Basin Drainage Area Sediment Basin Dimensions
'- �Ti P�EL�VATiON OF STORM WATER 00000 MIN. No (acres) Storage-ft; L'x W'x D' Top width X Bottom Width
1'T �� '�� 45�D
FAO FLOOD STORAGE_ cTn p 0000000 2 AX 1 up to 1.5 2,700 38'L x 19'W x 4'D 12'x 6'
SEDIMENT TORAGE Z q �00000000 _ - -- -
(TOTAL BASIN CAPACITY) Om000000000 "` _ STONE SECTION
MAX.LEVEL OF SEDIMENT 2'MAX. O00�00 ROCK DAM SCHEDULE
00 OOOOOO 1^ ^ �"
COLLECTED CLEAN BASIN O O O O O O
WHEN THIS LEVEL IS REACHED SEDIMENT DEPTH O O O O O O O _ �" ^ ^'^^
�� _ 00000000000 000000 n „^ Rock Drainage Area Sediment Basin Dimensions Weir Dimensions
1 RIP RAP t J � t _ - ■ Dam (acres) Storage-ff L'x W'x D' Top width X Bottom Width
' I�r�^T-
8'-0"MIN. ._""
15'-0'MIN. _- .•---� •- ��-- •T•• '"^' ...r 1 up to 12.7 22,86(1 OS'L x 54'W x 4'D 34'x 28'
I'_o^
MFN.
g up to 1.3 1 2,340 36'L x 18V x 4'D 12'x 6'
SEDIMENT BASIN DETAIL
not to scale 9 up to 0.5 900 22'L x 11'W x 4'D 10'x 4'
15 ROCK DAM DETAIL
NOT TO SCALE
CARRY RIP-RAP UP
SIDES OF SPILLWAY Basin Drainage Area Sediment Basin Dimensions Weir Dimensions
p
No. (acres) Storage-ft' L'x W'x D' Top width X Bottom Width
SEE SCHEDULE "` A up to 1.0 1,800 46'L x 27W x 4'D ]0'x 4'
LY MIN. B up to 1.5 2,700 561 x 28'W x 4'D 12'x 6'
FREEBOARD #I RIP-RAP SEDIMENT C up to 2.0 3,600 641 x 3TW x 4'D 12'x 6'
` PIT µP D up to 2.5 4,500 72'L x 36W x 4'D 14'x 8'
E up to 3.0 5,400 80'L x 40V x 4'D 14'x 8'
y' • • Pam.
p up to 3.5 6,300 50'L x 25'W x 4'D 16'x 10'
o K AA @+ICYt tin
G up to 4.0 7,200 92'L x 46'W x 4'D 16'x 10'
H up to 4.5 8,100 851 x 25'W x TD 18'x 12' 7 7�
PERSPECTIVE,VIEW I up to 5.0 9,000 02'L x 5 FW x TD 18'x 12' DETAILS SHEET
not to scale J up to 0.1 ]so 161 x 8'W x 4'D 10'x 4'
SECTION THROUGH SPILLWAY K up to 0.25 450 241 x 12W x TD 10'x a'
File Name:Wilson-Detail-04-15-10.dwg WILSON QUARRY
not to scale Note:
DATE I REVISION `i T
Existing sediment basins J and K have actually been built larger than required. 1 5-16-00 Updated erosion plan w/basin#R,49 and Check Dam#1-MS WILSON COUNTY,1V��
TY, N.C.
O not to scale SEDIMENT BASIN 9-26-07 Upd-de,"ai""planwih am-ddw,si""ditch"h dd.-NI'm
11-19-07 Upd.tedr, im p,aaw/tom;"anddi� .,,,"d;shwh dWc_NMw SITE:WILSON PERMIT No.: 98-30
a 04-15-10 1Jp8Rw plan-NMW DWN BY: D.BRIGHT DATE: 5/10/99 JOB.NO.
5 09-19-24 UpdA deru>t­c„ntr"Imeusu,as-Me 2 of 3
CK.BY: M.SCOTT SCALE: as shown