20241120_Mine_Maps

/ ¢t
ozart&Waf9to Farm
urtado,Walter&Jennie E. No.1932 Partn rsh p p 14 / P'
DB-2039 6 _ o O
P.O.Box 1774 3720-20-9314 PO Sox 14 7 PG.0867 - - 9
Wilson,N.C.27894-1774 PG.-21 Wilson,N.C. 7893 r
\y
C &Walston Farm
No,1/i
No. 932 Partnership DB 1692
WILSON I ❑ ❑ PO Box 1427 PG.0867 3720-50.8492 �t
i 'w Wilson,N.C.27893
6 Lin olnz
_.._,...
Heights ......_.__-7S(i G too,BUFFER I ,\ HP TD-6
Wiggins ,_gig&' I TD.3 HP TD-4- ---�.�
Mill
1
a ,
,
,c
It 7
CULVERT No.1
s
ANDY ,'^ 42"CMP
CREE Leland Cyp ress Y
SITE Evansdale 3 Rows Deep
,
f 10 on Cen r � ' qii
I
---sz
t _� -
< C
i
,
c
9 Dlspo.Sal _
Black Office& `'. �- ✓ __— =:-' - ,,1 Jr rD-10 ... ,....._.�., -...___._-.
,. ,. : ,n,i••,
i
Creek .' -,.. ,:« .. - ,. " '1 j`>s '✓`C i': TD-i, a�"' `
f
,. �v.n � � �50'BLTFFER ,._ HP /
x �.. �
VICINITY MAP
t Qatar,
`
1 i
McVicker,David J. DB 2336
P.O.Box 422 PG.149 3629-29-55 Black Creek,N.C.27813
Lane,Susan D. DB 96E i114 Lakeside Dr. 3730-01-3319
<` PG.414
/ r
Wilson,N.C.27893
e , .
i
ID#21
Outfall
002
(approximate location) i ti
f,
fx I.P ^f
fro#22 t 4
(4)Existing
- 36"CMP
x fill
Estate of Tomlinson,D.Ronald
1004 Cardinal Dr. DB 1879 780 3629-08-9609
Wilson,N.0 27896-1518 -
PIT LIMITS
1 \ TDiA f 46.5 ACRES
i
—
Se TD#1ittling � ss#1
Cells / AHP HOMINY
\ / SWAM
/ f...:
River Road Jackson,Audrey D. of \ /� /
PO Box 7203 9 3629-38-3059 /
Wilson,N.C.27893 p EXISTING
TREELIKE
G TDvA SB#9 BUFFER /
0 a� 1W-2D
LP'j
TD 41
y_ Make Up Water/Pit
Clarification Pond /
Outfall 001
I '
#15
50'Buffer
Lane,Susao D.
From Treeline DB 12z5
0� � t 114 Lakeside Dr. 3629-78-50
OxL Wilson,N.C.27893 PG.0165
4 �
50'Butler to Remain s
J DOutside of Existing1 ,'-LL.Jackson,ffuy DB 090E
POB3629-37-6402 Treeline TD 18
7893 PG.305
xtit=
Existing temporary ditch
c
to be carry drainage from
HATHAWAY ROAD 5'high dike/berm around pit l
NP'
•� TD 17 ( �
TL'#ib
SB-Jmating
I
Clarification
a eI Chapel DB 2185 — — — - �OUtfa11003 0.4 Ac. �4828 Fran Pt C Church Rd. 3629-36-2963 �( )
O (approximate location)
C 27893 PG.204 5
W11s � 1
Dan I,Chapel
4828 Fran rice Church Rd. DB 2185 3629-36-3715
Wits C 27893 PG.204 �
—
DanieIs, ha L
DB 2185 -
4828 Frank Pric hu ch Rd. [3621-3:311,]7
Wilson,NC 8 PG.204 O
g ,.
-..,,.r FUTURE
RESERVES
Baines,Pate L. DB-2254
ei. 1907 Chelsea PG 537 3629 45-1986
Wilson,N.C.27896-6-1460 .
s
LEGEND:
/ PERMIT BOUNDARY ■ ■ (♦
" ADJACENT PROPERTY
EXISTING TREELIKE
CP' 11 ROAD PAVED
DIRT ROAD
wsome Farms,Inc.
-_�--� 477 Buck Newsome Rd. DB 1435 3639-24-2435 WATER
`t ,, ✓ \ Fremont,N.C.27830 PG.0569
"1
DIVERSION DITCH
NOTES: BERM(to be built) -- ---.j
�tiQ �
1. Based on F'F,MA FIRM's dated 01/06/83,the 100-year flood elevation ranges 9 BERM(built)� g
from 80'at the southern boundary to 82'along the northern boundary. All �o BUFFER(unexcavated)
Newsome,Nathan ci
fill slopes within the flood plain will be armored with Rip-Rap up to the 477 Buck Newsome Road B tt 629-3s-st7o �00 �€ SEDIMENT TRAP C
100-year flood elevation Prior approval from Wilson County will be required Fremont,N.C.27830
for any activities within the floodway.
2. Property Map provided by property owner. Adjacent property information TEMPORARY
�.�, 'r��.- � DIVERSION DITCH
from the Wilson County Planning andTax Office GIS website.
TEMPORARY
3. All proposed development is on existing,cleared,agricultural lair . o r ('
ROCK CHECK DAM
additional clearing 1s needed at this time.
GRO�I7NITY D SILT FENCE at N it N
Y ROA 4. No wetlands to be disturbed without proper permits from the US Army
Corps of Engineers,and the NC DEQ Division of Water Resources. /
,r
100-YR FLOODWAY
5. As noted on the NC Wildlife Resources Commissions website.With � . DEEP OBSERVATION WELL
the recent changes federally listed bat species,care will th taken to / SHALLOW
M v
the northern long cared bat and the tcolored bat or other threatened species. OBSERVATION WELL e
During the pup rearing season from May 1-July 31,harvesting of trees wi =
t
not be conducted. �
POTENTIAL WETLANDS/
UNDISTURBED BUFFER
O
PIT CURRENT
ACREAGE TO BE
CATEGORY AFFECTED OVER
PIT FUTURE
x LIFE OF MINE CV
�T13EA
failings/Sediment Ponds 7.0
.,.x be Then ,
Processing Areas/Stockpiles 41.1 DB 2219
00
I505 N.C.2 St.NW PG.733
Wilson, .C.27893-2252 3629-53-3770 '
Wastepil es 29.8 �'-
�— � � Martin
Mine Excavation 46.5 File Namc:Wilson-MM-4-10-10.dwg Mcanetta
DATE REVISION DATE REVISION
Other 0.0 R lh 04.10-10 Updated Mine Map ror R'Year Permit Renewal-NMW 1 3-14-01l Updated Site Map nith Acomate Top.-DSB
11 07-10-24 Expanded processing/stockpile areas 2 5-1(l 0U Updated erosion plan with Basin#8,49 and Check Dam#I-MS MINE MAP
12 I I-I8-24 UJpdated for 11.14,24 ADI 3 9-30-03 Added Oudalis 002 and 003 with Clarification Ponds-DB
Total Acreage Permitted 1 rr=200t 4 24)1-05 Map updated to show 278 acres affected in 2004-NMW
SCALE
For Disturbance 124.4 5 1-17416 Mapupdatcd to sh.w 0.6 acres afFected in 2005-NMW WILSON QUARRY
6 10-4-07 Mine permit m.dification to increase berm area by 9.1 Ac- WILSON COUNTY, N.C.
tailing ponds by So Ac,and processing area/haul roads
.TOTAL PERMITTED ACREAGE 370.0 Iry 15.2Ac.-NMw SITE:WILSON
0 100 200 400 600 800 7 1 f-19417 Existing diversion ditches f D14 thmngh TD23 along unit
sediment basins SB-1 and SB-K added to nmp-NMW DWN BY: DATE: JOB.NO.
8 1-17-t D.BRIGHT 5l10/99
IS Map updated to show 21.7 acres alrcued in 2U(17-NMW 1 Of 1
9 1-124P? Map updated to show 36.4 acres affected in 2(9)8-NMW CK.BY: M.SCOTT SCALE. 1"=200'
RECEIVED
LAND QUALITY SECTION

Revefaetation Plan
CARRY RIP-RAP OVER TOP OF PIPE
After site preparation,all disturbed land areas shall be revegetated as per the following.-
C.M.P.MITRED TO CONFORM TO SLOPE
RIP-RAP(DUMPED IN PLACE)TO FORM Permanent Seedina Specifications
24'-0"TRAVEL SURFACE
CHANNEL(SEE SCHEDULE) Dates Species Rate.Lbs/Acre
LENGTH February 15 April 1 Kobe Lespedeza 10
iy
cp SEE CHAR•BELOW Bahiagrass 50
y S 8'-0" IT-W CL 12'-0" Redtop 1
GRASSED GRASSED rya
w q A DITCH Winter 15
SHOULDER SHOULDER
Cy ry (grain)
4"FILTER WASHED STONE BED, I GRADE POINT April 1-July 31 Common Bermuda 50
FILTER FABRIC OR EQUAL.
CARRY 1/2 WAY UP PIPE EDGE. EXISTING August 1-October 25 Lespedeza (unscarified) 30
EXISTING 1/2"/Ft -1/4"/Ft -1/4"/Ft _1/2"/Ft GRADE German millet 40
GRADE 2'1 3:1
3.� October 25-February 15 Rye(grain-temporary) 120
1-1/2"BITUMINOUS CONCRETE SURFACE COURSE,TYPE"E"OR"F"
Q 3"BITUMINOUS CONCRETE BINDER COURSE,TYPE"B" Soil Amendments
TACK COAT PLACED AT RATE OF 0.05 GAL./SQ/YD.
�� Jti4 SEE SCHEDUILE FOR 8"ABC(CRUSHED STONE PAVING) Lime- 2000 Ibs/acre or follow recommendations from a soil test.
STONE SIZE&AREA SUBGRADE COMPACTED TO 95%AASHTO DENSITY Fertilizer- 1000 Ibslacre 8-8-8 or 10-10-10,or follow recommendations from a
N, (OUTLET PROTECTION) SEE DITCH SCHEDULE FOR DEPTH AND WIDTH OF DITCH 1�1 5011 test,
W
CULVERT
SIZE SLOPE MAX.FLOW ENERGY
(CMP) (CIS) DISSIPATER
Mulch- All seeded areas shall be mulched using small grain straw at a rate
1 42" 0.25% 27.32 Class B-24"thick of 2000 Ibs/acre and anchored appropriately.
281 x 24"chi ASPHALT ROADWAY WITH DITCH Whenever possible, disturbed areas should be vegetated with native warm season
2 30" 1% 35-64 Class B-24"thick � p g
151 x 10'W not to scale grasses such as switch grass, Indian grass,bluestem and gamma grass.
In addition,the permittee shall consult with a professional wildlife biologist with the N.C-
OPIPE OUTLET WITH RIP-RAP PROTECTION Wildlife Resources Commission to enhance post-project wildlife habitat at the site.
1
OSEEDING SCHEDULE FOR ALL GRASSED AREAS:
5 Pitch crown to drain
all runoff to the 24'-0"TRAVEL SURFACE(TYP.)
interior of the property NATURAL 10, SAFETY BENCH 10, NATURAL
GRADE GRADE
Fill scopes armored with 2:1 2:1
rip-rap up to 100-year �1 5'
Silttfence
flood elevation
2 1 - 8,0�� 12,0�, 12 0, 8'-0" DITCH I
GRASSED GRASSED BENCH HT.VARIES
- - - - - _ SHOULDER SHOULDER WITH ROCK ELEVATION
+ _-� I I- I GRADE POINT
=1 11-I 1 I-III-III-�I I-1 I I-III-i I I-III-III-1 I I-III-III-1 I+-I++ 1 1 1-1 11=I( I APPROXIMATE HEIGHT RANGE:
I;I-,�1 '-1�I _I�I--1 I L•-1 I I,;,.I 11-1 I I-I�I-
0'-50'
If
1/2"/F -1/4"/1' -1/4"/P
EXIISTING
25 EXISTING �� - -]/2"/1' GRRADE
GRADE I- ------ - :-- - ----' --_I 31
;1
NOTES: /
1. Slopes will be tracked during construction to aid in the -1///
establishment of vegetative cover. SUBGRADE COMPACTED TO
2. All exposed areas will be stabilized within 15 days 95%AASHTO DENSITY
immediately following construction. WIDTFI
3. Any fill areas located within the floodplain will be O PIT BERM DETAIL 8"MIN.CRUSHED STONE VARIES-APPROXIMATELY
armored with rip-rap up to the 100-year flood elevation. not to Scale PAVING r 1/2 OF HEIGHT OF BENCH
The 100-year flood elevation typically ranges from 80' NOTE:CRUSHED STONE PAVING SHALL BE
r( FACE ABOVE
at the southern boundary to 82'at the northern boundary. MAINTAINED BY OWNER AS REQUIRED WIDTH WIDTH
10 24'ROADWAY(Cruched Stone)
not to scale
11 TYPICAL PIT DETAIL
not to scale
/ NOTE: ±235'
1. NCDOT#5 stone is preferred. Pad to be 50 ft.L x 20 ft.W x 6 in. Pitch crown to drain
thick(min.). ±95' all runoff to the
2. Turning radius sufficient to accommodate large trucks. interior of the property 3
3. Must be maintained in a condition which will prevent tracking or
�Q direct flow of mud onto streets. Periodic topdressing nnay be Pitch crown to drain Proposed
Existing
necessary. all runoff to the Bottom Width Bottom Width
4. This construction entrance will be installed at all nd exite and exit interior of the property (50') (2)Existing (27.54')
� points to the site. At this time the only entrance and exit shown on �1 35' 1� 36"CMPs
the site plan will be paved as part of the initial project. 2 2
/ Fill slopes armored with
rip-rap up to 100 ear I 1
flood elevation 25 1
wit•
..:rs
.�::F ti•:'w.r 1 g�y
ti..Mr•.,���
st.R:t
- X
I- NI I
-III III I I _- r•."-.'ti� ,=�e'�. '+ .-.u-c t. .''iia•"-'i
I=III III I_II _ - - -III III 11 �:•... ex '�� '. '� -�; �� ;:.
_ _ I I I I_I I I-III-III-III-I I _I ► � .•><.-:,>.::rc_.� .�:,-.'.�-.abt..�c" �. , .� . .�T3:�-'� , ,�-.
---.I I-1 I- -I „�.•vili°'•. �.,.�-3; t. °'t• .k:{kb�� 4.... y,x � sD.�@ s3�` �.�.fi.`r;'4c�*e'. <
I I` -I I I r ���. a,s"�"-'-.x.�i�k','��.sr��.'�'-",r"+c�Zm+.. s .�'s.a '..:,•� �"k :",�gl;''�,,rr �:s. .� ....
��� •��.�;-,.�;
ft. ' �'Y?; �pq :a::i E-:.;r ,.i-s��im!i ..lt's x•e-`{X�
NOTES:
1. Sl o es will be tracked i �'i �'>ryl .dl' •:ac a*dur n construct ,`
P g ton to aid in the
..\.�+'r':`:4y .v'C. ..,,t..y:%�`l`�i;;: .`i•.;i-•'f. .t 'Ci•-. ....��•�4.
6"MINIMUM STONE BED establishment of ve eta iv w`u:g t e cover. -
w .l.
. All ex sed areas w7l - `f�`i'k}•• _,.:.';_.po t be stabilizedwithin t5 days CROSS SECTION A-A: TYPICAL BERM DETAIL
immediately following construction. nOt t0 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:ED STO#5 The 100-year flood elevation typically ranges from 80' 3 NOTE:
OR#57 WASHED STONE O CONSTRUCTION ENTRANCE at the southern boundary to 82'at the northern boundary. Applicable DWQ and ACOE Permits (T)Proposed
4 to be procured prior to construction 36"CMPs
not to scale
13 EXISTING/PROPOSED CROSSING TO PIT
not to scale
2'min.
SEDIMENT AND EROSION CONTROL MAINTENANCE
14.7200' =I
r -All erosion and sediment control practices will be checked for stability
18"MN FLOW after any run- ff p 23975 1 2.5275'
NL
- - - _ o roducing rainfall !�
=1 I L=111-111=111-111-111=III=111=11 i�- r i r-i r= - 11=III 6.4100' 6.4100'
_ _ -The sediment basins will be cleaned out when the 1 27.5400' Average width of crossing(toe)=27.54
111=1I1=1I I-III-III-III-III-I I 1=1I I-I I1=1I 1=f I1=1 I1=1 I 1=1I I- - =1 I 1=1I1=1I II- y are approximately 2 Average width ofcrossing(top)= 7.54
;III-III=III=III.-III;,III-_Ill 1=1 11=1 M i l l i 11EE1 I l l�l l 11=1 11=1 l l+ill 11EH1 l l l i l l l 1=1I full.
Average offset of top from toe=6,41
6'typical -Gravel will be cleaned and replaced when the sediment pond no longer Area of average cross-section=53.35 sq.ft,
drains properly.
Centerline total length=362.04 ft.
Average area=19314.83 cu.ft.
14 EXISTING CROSSING TO PIT Average area=715.36 cu.yds.
DIVERSION DITCH CALCULATIONS not to scale
Ditch No. Drainage Ditch Size(feet) Cross Section Hydraulic Slope Vallow(ft/sec) Vd(ft/sec) peak(req. Qmax. Depth of Flow Freeboard
Area(acres) T'x d' Area ft Radius ft % Table 8.OSa Lining
( ) O ( ) Cale. (c.fs.) (c.fs.) (feet) (feet)
rn TDIA 0.75 6.00x1.00 3.00 0.35 1.0% 5.0 1.49 1.75 4.47 0.74 0.26 Tall Fescue SEDIMENT TRAP SCHEDULE
TDIB 0.75 6.00 x 1,00 3.00 0.35 1.0% 5.0 1.49 1.75 4.77 0.74 0.26 Tall Fescue
Sediment Drainage Disturbed Sediment Tra Dimensions
Tra No. Volume Q Q weir Length Settling Efficiency
p Area (Ac.) Area (Ac.) �° 7$ L (Ft.) W (Ft.) D (Ft.)
RD-1 7.73 7.73 279828 31.54 33.86 175 80 4 50 13740
. RD-2 16.5 6.05 21,780 67.32 72.27 2' 120 4 100 23325
. °
TDS 130 6.00 x 1.00 3.00 0.42 1.0% 5.0 1.68 3.00 5.03 0.89 0.11 Tall Fescue
TD9A 0.25 6.00 x 1.00 3.00 0.31 1.0% 5.O 1.37 1.20 4.11 0.66 034 Tall Fescue
TD9B 0.25 6.00x I.00 3.00 0.31 1.0% 5.0 L37 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
TDCheck Dam 12.70 12.00 x 2.00 12.00 0.91 1.0% 5.0 2.79 29.70 33.52 1.91 t1.09 Tall Fescue WEIR FORMULA:Q 10=CLH C-3.0, H-1
O TEMPORARY DI scale N DITCH CALCULATIONS BASED ON RATIONAL FORMULA: Q25-CIA, C=0.6, I=7.3"/HR
not to scale
Ditch Size feet Cross Section Len of WEIR FORMULA: Q25=CLH C=3.0 H=1
Ditch No. ( ) z Slope Elevation Lining
T'x1. Are
3.00 Ditch(ft) %6 Change
4.0 SETTLING EFFICIENCIES FOR BASINS ARE BASED ON Q10*(0.01) IN SQUARE FEET
TD#2 6.00 x 1.00 3.00 245 1.6% 4.0 Tall Fescue
TD#3 15.00 x 2.50 18.75 1248 0.2% 2.0 Tall Fescue
TD#4 6.00 x 1.00 3,00 938 0.4% 3.5 Tall Fescue
METAL POST(TYP.)
TD#5 6.00 x 1.00 3.00 758 0.2% 1.5 Tall Fescue 12 GAUGE
o FENCE WIRE FABRIC(TYP.)
� TD#6 6.00 x 1.00 3.00 600 0.3/° 1.5 Tall Fescue
� 7 6.00 x].00 6.75 286 0.5% 1.5 Tall Fescue
TD#10 6.00 x 1.00 3.00 290 0.9% 2.5 Tall Fescue O
6' C M
A TD#11 6.00 x 1.00 12,00 404 0.2% 1.0 Tall Fescue (Type 1800 cu ft/acre
W
0 TD#12 6.00 x 1.00 12.00 438 0.6% 2.5 Tall Fescue 2'MIN. TYP.)
TD#13 9.00 x 1.50 3.00 225 0.7% L5 Tall Fescue I FLOW #57
1 Foot Thick Min.
� TD#14 9.00 x L50 3.00 439 0.3% 1.5 Tall Fescue
PLAN VIEW Stone to rise 1'mm.
r„ TD#15 9.00 x 1.50 3,00 685 0.6% 4.0 Tall Fescue
above top of dam. FILTER FABRIC
TD#16 9.00 x L50 3.00 121 3.3% 4.0 Tall Fescue
UNDER STONE
TD#17 9.00 x 1.50 3.00 335 0.1% 0.5 Tall Fescue FASTENERS @ 6'O.C.(STAPLES OR CLAMPS)AS
TD#18 9.00 x 1.50 3.00 142 0.7% 1.0 Tall Fescue I 1 REQUIRED TO MAINTAIN FABRIC TO FENCE Rtp-Rip
TD#19 9.00 x 1.50 3.00 723 0.3% 0.5 Tall Fescue
11 FENCE WIRE FABRIC 9"Min.
TD#20 9.00 x 1.50 3.00 356 0.4% 1.5 Tall Fescue ; 18"Min.
TD#21 9.00 x 1.50 3.00 185 0.8% 1.5 Tall Fescue 1 35"WIDE GEORGIA D.O.T.APPROVED FILTER
TOP VIEW thick
1 FABRIC(CONTINJ LAP SPLICES 18"AND STAPLE
TD#22 9.00 x 1.50 3.00 176 0.1% 0.2 Tall Fescue I OR SEW TWICE @ 12"APART ON SPLICE LAP
t
TD#23 9.00 x 1.50 3.00 1490 0.3% 4.0 Tall Fescue ,
'I
li Rip-Rip
5'Min. � 9"Min.
� TRENCH WITH DITCH WITCH AND BURY WIRE #57
TD#24 9.00 x 1.50 6.75 308 1.0% 3.0 Tall Fescue AND FABRIC(TAMP UNTIL FIRM) 1 Foot Thick Min. T{
r 5'Min. '"'-"
TD#2S 9.00 x 1.50 6.75 580 0.4% 2A Tall Fescue Line Side Sopes with#57
3 1800 cu fU acre
Z I I POSTS @ 6'O.C.MAX. 1 Foot Thick Min. FILTER FABRIC 18"mi.
.
POSTS SHALL BE 4"x4" thick.Grade of 0%
CUT TREES,STEEL POST.etc. FILTER FABRIC
CROSS SECTION
EMERGENCY BY-PASS
O SILT FENCE DESIGN SETTLED TOP 6"BELOW SETTLED TOP
L� not to scale OVERFILL 6"FOR OF DAM
5'MAX. 21 MIN. SETTLEMENT
4'MIN.
sea schedule
2 Foot Min. for top width 2:1 SIDE
SLOPE MAX.
FILL
FILTER FABRIC
MIN. -1:t SIDE SLOPE MA
TOP OF BERM CARRY RIP-RAP UP
SIDES of SPILLWAY SEDIMENT BASIN SCHEDULE Y MIN.I� NATURAL GROUND
r-o^'
O O FREEBOIARD see schedule
�--, TOP ELEVATION OF STORM WATER 00000 MIN Basin Drainage Area Sediment Basin Dimensions Weir Dimensions for bottom width
.
F� 1 0 #5 WASHED 000°0 No. (acres) Storage-ft' L'x W'x D' Top width X Bottom Width
O FLOOD STORAGE STONE 0000000 2 MAX. l up to 1.5 2,700 38'L x 19'W x 4'D 12'x 6'
SEDIMENT STORAGE ZONE e'',z O O O O 1 k
(TOTAL BASIN CAP ACITY) �*z 0°0°0°0°0°0° to MAX.LEVEL OF SEDIMENT '
COLLECTED EVELIS BASIN rMax. °0°0°0°°°0°0°0 STONE SECTION
WHEN THIS LEVEL IS REACHED SEDIMENT DEPTH 0000000000 000000 '
-___.__ °0°0°000°0°0 0°0°0°0� ROCK DAM SCHEDULE
1 15'-0"MIN. g-O"MIN. 1P 1 y Rock Draina=e Area Sediment
b s Basin Dimensions Weir Dimensions
Dam (acres) Storage-ft L'x W'x D' Top width X Bottom Width
MIN. '
1 up to 12.7 22,860 108'L x 54'W x 4'D 34'x 28'
SEDIMENT BASIN DETAIL 8 up to 1.3 2,340 36'L x 18'W x 4'D 12'x 6'
not to scale 9 up to 0.5 900 22'L x 11'W x 4'D 10'x 4'
CARRYRIP-RAPUP 1 ROCK DAM DETAIL
SIDES OF SPILLWAY 15
Basin Drainage Area Sediment s Basin Dimensions Weir Dimensions NOT TO SCALE
SEE SCHEDULE ;p No. (acres) Storage-ft L'x W'x D' Top width X Bottom Width
/ A up to I.O 1,800 46'L x 23'W x 4 ) IO'x 4'
1.5'MIN.
FREEBOARD \� 1 / B up to 1.5 2,700 56'L x 28'W x 4'D 12'x 6'
#1 RIP-RAP
SEDIMENT j C up to 2.0 3,600 64'L x 32'W x 4'D
PU o 12'x 6'
o ' '."�,' ':',:> �'•': 'b`R B - �� D up to 2.5 4,500 72'L x 36'W x TD 14'x 8'
- ;. V'#3 t�+i>;St1;iD'S�©I48" •'� � `qRT �'�?.t�a. t._6.
E up to 3.0 5,400 80'L x 40'W x 4'D 14'x 8'
F up to 3.5 6,300 150'L x 25'W x 4D 16'x 10'
I \ p G up to 4.0 7,200 92'L x 46'W x 4'D 16'x 10' Martin
/ 1 H up to 4.5 8,100 185'L x 25'W x TD 18'x 12' AA Marietta
3'APPRox. PERSPECTIVE VIEW I up to 5.0 9,000 102'L x 5FW x 4'D 18'x 12'
SECTION THROUGH SPILLWAY
not to scale J up to 0.1 I80 16'L x 8'W x 4'D IO'x 4' DETAILS SHEET
K up to 0.25 450 24'L x 12W x TD I O'x 4'
not to scale
Note: File Name:Wilson-Detail-04-15-IO.dwg WILSON QUARRY
Existing sediment basins J and K have actually been built larger than required. DATE REVISION
O SEDIMENT BASIN 1 5-16-00 Updated erosion plan w/basin#8,#9 and Check Dam#1-MS WIL S ON COUNTY, N.C.
not to scale 2 9-26-07 Updated erosion plan w/basin and diversion ditch schedule-NMW
3 11-19-07 Updated arosion plan iv/basin wddivmion ditch schedule-NMW SITE: WILSON PERMIT No.: 98-30
4 04-15-10 Updated revegetation plan-NMW DWN BY- DATE: .IOB.NO.
D.BRIGHT 5/l0/99 t
5 09-19-24 Updated erosion central measures-MC 2 Ol 3
6 11/19-24 Updated foru.1424Aou-MC CK.BY-. M.SCOTT SCALE:
as shown