20241024_92-11_Mine Maps

�_� �►� i� Anticipated Ebeneze
1-540
r Church
_— r—►� flu �'�s � Road Pension as A.on. N/F
r� %''"'--•-tom' I I Wake County Board of Education
U nd W.ed A fer` PIN:0778855521
1
Property Identification
BERM ¢ , /// : ,(!✓'\'"Y ID Ni Owner PIN
f446' / Leesville Chumh �.�/_ \`�
/✓ Road Extensio;��' /1 r ` , , - �j`� Wyngate Homeowners
(/ Association lnc. 0778748776
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LINK FENCE w
5'HIGH(MIN)CHAIN / �-- "'`—�raarbe , , 1+` ' ,,r.�0�' ' , Brandon,Patricia B. 0778746520
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.._.._.._.._.. ,._.._.._.._.._. j / - ^5=' ,Buffer , �/
ti ._.._.._.._. _.._.._.._.,_._ \ 1 \ a - Keller,Stephanie L.
7-11111MEED I t 1'rmnlsnrRURn __ 3 0778746378
____- `eF -----" o �PC)-47` •� 7- (D &JustinC.
__-___ :ERU' stmecR nure6R -' l �r// 1 -fl
b _ _ _ P r/Aa 9,t 9tG` %� �
_______ __ _________ -_ / /� _ --- - _-�- ( ! 1 f ,- �/ \� o- \ \ r j / / / P Jung Sung U77R747375
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.: {� f 5 ) Peace,Linda B. 0778747290
.._.._._. ^�`'�- ICY U.e`iilistutbed Buffer/ ,? !� -.. `✓
En EnY�syl i� I /� o� a a Approved /� Russ.George I.
=ire ='r. I' �-,� /i Stream �/ &Tanya B. 077874803')
n. _ _ _ _ ..b__ _ _ .-+
£' ----'--------- ---- _ - - - - T- / /. -+t/ _ : Crossing 7 Debesis,David J. 0779749004
ti _.._.._ 9 404
.._.,_. _ ... .-_ N/F 1 // saa_.�,�:,.^ I �+ Permit Wvn ate Homeowners
. ' .,, r•-— i /^� 8 g 0778738889
Sycamore Creek LLC / aso _� �,"� -1.-(,` 70'ypefimg yrf8nce�wslt ma SAW-2012-01974 �• .\ Association Inc
PIN:0778557080 / / r^- o acc datdfor pe ext�psion
CROSS SECTION E-E' %' // \ } 3 `" \\ T•eq Chdre6 Riau, / ,// '\\ McKer&A a S. C. p773739651
r' \^ • : \` x �Y,/ Schm Michael B.
NOT TO SCALE �/' �/ ' r /. 50'Undisturbed Buffer ,!j°` "-`-" - t I P- 10 &Kristen M. 077a739502
Flood lain �I u `�'�^\ l
p ,: •/ °� HP r . — - _ 'b 1 ty' I1 Hicks,Fred E.Jr. 0778739404
^
4� Floodway
'/ A� `,v'" / rl)n;l:: \ \/ ;l Iz Markham,aSnhaau Tw.M o77a739a17
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f120'tJNEXCAVATED BUFFER ��•- .� //r n �. [� 13 V &Shelley A.W 0778739300
l / ,rr \ �� v/ / /
Mat mona,,Ali A.s. 0778738294
BERM % \ / O r _ .. •"---' ( 4 Templeton,Donald A.
F. / \ /� \ - It we all `el/r� - '� .... /\� /�\ 15 p&Lisa K. 0778738197
A �t24>t // N/F /i
,+, A, � \ � \ �ill �"�% .t-C I � \\ ` 1G Branson,Kandas B. 0778738191
camore Creek LL
n �� 2�o zrmsrmDEn 125t�rnsTURDsI 1 i �� '� PIN:0778545583 t / + J
BurpPR Burrell /2l 17 Hale.Richard K. 0778738064
11
N �� ateyack N/F \ ,/� rn � u Daniels,Stacey D o77�za995
I s est� \Brassfield Capital Resources\ % � / ' , 9'I- ��� Rush Springs Ct \ % \
ew / PIN:0778543452 /, < o TD#3 \ ` _ :�rl 19 The Park at Westgate 0778822767
10'SAFETY BENCH �p \ v\ - / 41 ` ( ( �3 Townhome Assn Inc.
N/FA r Cr )I --- Murray,Karin K. 0778824703
G5 G S One LLC �. /�,;� ! rD, p % / ,. b
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i a
PIN:0778449336 A\\ . , \ /t,( /I �L 1
_. \ ! : rt1fJ:," �\ \ \ i� \ Kittelbergec Ernest 1I1 0778923772
... � / i .'. " .... r., r/ ✓ \ .,✓, 1 \,..; -'�".�•\ H3 \A �' \` i/\'\,� o a William A. 1 .,n
W od Il W'll' A 7r (77882'7"'(1
��►"s 10 �s�bes`�s��'. A �\ '�\ � � �� � °. AA� � \ i — McDufrre,Rachelle 0778823606
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, 1 y �f . �.�^,.'?..,��h_,,,,�\ \ � \ /\� \\ ST-B2 — Kti�1 Robinette,Ladonna 0778823606
CROSS SECTION D-D
ia a
I �• '� /j I I Grace Danicla E. 0778822674
o - - - NOT TO SCALE �` r' /
\. / _ eS�-Road �' a ­i \\ y.
N F \. / W 7 a`' �& Af !_' -- -1 \� 1 t Wyngate Ridge Drive
- x j - / / 00 - -•"" �� i l t� �� T 1 Chappell,Roma E. 0778822539
I / 1 "I1Ji=3r,
zo'TO 100' _ l Syc ore eek II Condo HOA v I ^�ri+^- � �,-% _-----,_--"__------ \\-.� ��.. � � � � � \ � � o � � �
BENCH 4Units ..., i /,.r/., ST j I t \ y French,Michael C. 0778822535
PIN. 778436937
-- - --..-- / %/ "J Proposed Berm �T�D02 `\�',\, \ \ \ \ �, (1 Featherston.Misha 0778822438
. � `rt=.•�-""- x � � \ � \� \�� 1 I -j)t ■ I I \�J / / f � Lynn.Jeffrey D. 0778822467
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Keman,Hollte 0778822486
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Egress V� _ 1 I T- t --� �.r� Ritz,Charles 0778823404
Used for VVV � 7� n at
-r --•• r ',)'; `� / / ` IDN2\ \\ — lI`—�— M111 Lane t (2� _ g 20 Leonard,Julie B 07788223I6
/ ! / �/ Overburden bdid on a
I
�� '// 1' 200'blastin Setback from �- ikon,Du Bald
o �,'✓� , �/ �/ /"/ rD�15 Removal
- //•� i .' ,>� � � Only g �ITDH?RI ' °. C � 21 Laura F. o778az1277
•p� „-%� R-O-W of Westgate Road \�J y( �; /
a� ���--� 1 �� ' ,•Road//,`'-� .� �\ r :.` / I" F , t' \, / / zz ater L. o77aazu39
Bmenin Robert E.&
Burnside,Warren S.&
Sarah B. 0778821 IO2
\ r, \� j ' "f:. 1"'- i /^\�J'f Leger,Anthony M.&
-� +" :�� ��� Future Pit Area \ ��\ iHP .0 �'-_-� {` 24 Sandra Ellen J.Qua 0778821013
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-,� + t��i: I 25 0778831722
can n �.' . : a'a".� ..•/"i„" .�!"'-�'"'' / --�' �/ �� V jl FlemKaleema
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LI Fred Smith Company l,a rn \ ram,' `+ � \-� Potential 04 �31 d
Asphalt Plant i ... __� r \ ,av, Haul
s ' F ti B " r to
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`�tr'.rn�; ":,. Road � I �
RDU Airport (Property of Joseph I.Jr and Ruth J.Lee) JAI T 6_��'"
PIN:0778430059 /,' _4_..—
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seuhng ceh t 4 202
\ ' Future Pit
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P W Properties LL' x`i� \ \ r—i_ --- B — -.�- - _ _ ._.... --%/ �ND QLIAI-IV M
Owned by Martin Marietta IN IN
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8 8 but not permitted for mining
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W.T.George L
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I f Make-Up Water N F N/F N F S tithe
is B o pert es LEGEND:
I Co lner ' 1
tarp-Cru p .Pe P Pe S ro C
/ Camden Park Permit Boundary
-- LLC
_ LC
Subdivision Culvert
N/F
HOP \ �+h \ �\ r QAPLA LLC MM Property Line f. a
CATEGORY AFFECTED ACREAGE Sediment Trap sB u 7
ASTs ,, / / ` Existing Pit Creek!Tributary
" —` 00 Buffer be eft io ton Tailings!Sediment Ponds 8.2
ass-A-Grill I to 1 as part of prey usly approved pit expansion
(50'undisturbed,and 50'wtexcavated) ) Above Ground As
Stockpiles 12.3
Office / Umstead Industrial Park Future Pit Limit � Storage Tank
i 0 Wastepiles 61.8'r Monitoring Well
Berm(built) �� s
Processing Area/Haul Roads 19.0 Existing Sewer Manhole
N/F \
CMC Development LLC 1 Mine Excavation 112.3
, Berm(to be built) z,n =� � �, New Sewer Manhole Q
Other 0.00 Cross Section ,A— - - —A'
Access Road w im
N� Disturbed Acreage 204.4 Temporary
N/F Paved Road Diversion Ditch >>
S T Wooten Corp. sa•un6xcay.,.3snnvFFe2 t.zw�'rxcava,an n�iFrrx.�
Carolina Fabricators t m PERMITTED ACREAGE TOTAL 288.7 Haul Road Pit Discharge Outfall
•� \ \ '.• I H I y 'Ineludes'J 2 acres already included with Mine E.—at on 5
sa msruea—urea o nsana na r n4 2 'Buffer Existing/Potential FutnJre Land
I Disturbance Stormwater Sample Location
>� Il 7a r Energy Dissipatorvp
} v aAre vaaN u eTB i ShopStormwater Sample Location
Y menramv aew~te
IP
VOe , ; rr 7 os Body of Water ( 1 an s
�ro°o ova LLL�L�JJ/"
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All Erection& SECTION e �rane Rental
,; CROSS CI\l I3-$ � _ � CROSS SECTION C-C File Name:613-MM-11-6-I5.dwg
NOT TO SCAT.F, e yy NOT TO SC,ALI: y
•4 N 2Y 14 1/11/07 Map updated[o show 3.9 auras aftacted m 2006-NMW 1 I/23/95 Updata Pit DP Ak
Martin
'... ` ♦ TO PIT A
\ a` � �, �� trti 1 'o•TOH sr�n '7� IS 1/21/08 Map updated to show 4.5 acres affected m2007-IJIvtW 2 9123/96 Be-Evteavion,CC MQrielt�1
% (� 4 'v"'� \ lJ�•p�r�2J�d re �;l - V :' .: -� i( 11t2/09 Map updated to show O.R acres atfect•d in 2009-NMW 3 1/29/98 ReclamationMap-1997
.s...-
` -. --- 17 11/04/09 Increase hr Future Pit area by 14.3 ac,of which 14 ac.previously q 12/I1/98 Added Topo Pbwn in 1996 by Wake County
- p Previous permi
pe,mitted as Waste des,andU3ac Iv tted as I
J� ✓� " �\ .r k _ t d .t ,.; ST .�,;,..-. _.-.-` - Processing Area/Haul Roads-NMW 5 11/05/99 Added Stutmwater Sample Locahons MINE MAP - October 20241' Permit Modification
2`
140-0e
l8 12/23/09 Cross sections added per Land Quality ADI request-MUM 6 12/27/99 Added proposed berms as outline m 12-28-99 letter to the State.-DB
N/F A ' 19 02/07/12 10-year Mine Permri Renewal-NMW 7 01.11-01 10-year Mine Permit Rennval-DB
SIC Partner TYPICAL BERM CRO55 SECTION 20 RALEIGH—DURHAM QUARRY
I!7/I S Map updated to show 0.9 acres affu[ed in 2014-tgMW R 7-12A2 lncroase bcmm at uottMm Permit Boundary by-0.6 acres-DB
o "'� Holding LLC' (Cross Section A-A')
6/26/I5 M dated to strew relooehon of West ate Road 9 US/2S/04 Revise Pit Limit Pries-MSS
SCALE:V 200' 21 �np g WAKE COUNTY, N.C.
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22 9/17/I5 Map updated per LQB ADI request-NMW 10 OZ/01/f1S Map updated to show59acroe atrected in 2004-7VMW
23 01/21/06 Ma dated to QUARRY: RALEIGH—DURHAM Permit No: 92-11
- 10/26/IS Map updated per LQS ADI request-I"IMW Il PW NMW
UWN BY: DATE: DWG.1N0: MAP.NO.
0 100 200 400 600 800 24 11/6/15 Vpdated to show revraed Leesvdle Cbwch Rd alignment-I4& 12 06/22/06 Current Pit and Additional Sediment Pond Updated with 2006 Aeriat D.Bright/N.Wijesmiyo 12/29/97
o 25 F.spauded two fnoposed berms for addinorwl OD storage(z 4 Ac)
08/23/24 Updated to add more berm storage-MC I3 071116 and raduoed futare pit(1 i Au)f r July 2006 pa—it moditicaho.- CK.AY: SCALE: 9HEE'r-NO.
As s worn "=200' 1 of 3

SEDIMENT BASIN/TRAP SCHEDULE
NOTE:
5'4' Trap # Drainage Area Sediment Top Top Height Weir 1. NCDOT#5 stone is preferred. Pad to be 50 ft.L x
PrwcdeeSRandards and SpecOcadons min. 20 ft.W x 6 in.thick(min.).
Top of Berm Carry Rip-Rap up Top (Acres) Storage - ft 3 Length Width Dimensions 2. Turning radius sufficient to accommodate large
sides of spillway Width ,/ trucks.
� "°' Da1n1� Freeboard ST AA 0.25 900 26 13 4.0 4 / p '
Rock Abutment 3. Must be maintained in a condition which will
Figure data Rode Dam plan view end Top of rock abutment
spillway details d Top of Weir min. / D. prevent tracking or direct flow of mud onto streets.
95 washed ST A2 0.50 1800 36 1.8 4.0 4 J Periodic to dressin may be necessary.2' 2'min F7oq Stone 2 t� top dressing Y
Weir Elevation Slope f Ill \ 5'-0"max. Sediment Storage Depth m" 4. This construction entrance will be installed at all
dasar and II .� s.,.. �' 1°l \ (Total Basin Capacity) l ST B 1.00 3600 50 25 4.0 4
Riprop `' - - entrance and exit points to the site. At this time the
t Filter fabric Clean out basin r-6"max. / only entrance and exit shown on the site plan will be
1'min NC DOT#5 :; e F, a
or"st washed Y, s s lh sediment Depth paved as part of the initial project.
when this level is reached Removed
one
,�+ p �$ ------- Natural Ground
ST B2 1.50 5400 62 31 4.0 6
Gravel � - - ---_ EN aavate .S f�t of Sue sediment trap below grade,and provide minimum storage depth of 2 feet � 15 ft.R.
�; . ----- above grade.¢rovide porous baffles with a minimum of three rows between the inlet and outlet discharge 1.0„ ST C 2.00 7200 72 3 6 4.0 6 n
Mir.1.5'thick -, point.Temporary sediment traps less than 20 feet in length may use 2 baffles. MIN, 6 min. stone bed
Rock Apron 2'min TEMPORARY SEDIMENT BASIN DETAIL ST CI 1 2.25 8 100 1 76 38 1 4.0 1 6
Sediment r washed stone CONSTRUCTIONnot to role TRANCE
Stone Size :NCDOT#5
P Baffles Basin Sr C2 2.50 9000 80 40 4.0 8
o #57 was e
Flow Level apron
•ti -I DESIGN SETTLED TOP ,O
__,t•, �rllt-0ftF Trend? � ' -"" 21"MIN. EMERGENCY BY-PASS ~
Filter Fabric 5II y..� r SETTLEMENT OF ST C3 2.75 9900 84 42 4.0 8
OVERFILL 6'FOR 6 BELOW SETTLED TOP \
P / 5 STD 3.00 10800 108 1 36 1 4.0 8
Cross-Section View z 10
2 1 SIDE 1 /'�
Figure 8.858 Rode�m cross section ------- MAX.FILL SLOPE MAX. }+t' �� ST D 1 3.2 5 1 1 7V 0 1 1 1 3 7 4.0 1 0
zM'
FILreRFABRIc 24'-0"Travel Surface
II SIDESLI NIAX `Y T_0" ST D2 1 3.50 1 12600 1 114 1 38 1 4.0 10
Rock Abutment --- 0
NAT[IRALGROiIND I �• ST E 4.00 14400 123 41 4.0 10
� 8�-0,I 12'-0" 12'-0" g1.01I
Ditch
-.� Mn' I grass" grass"
Construction o Clear the areas under the embankment and strip of roots and other 4. Sediment-laden water from the construction site should be diverted into PERSPECTIVE VIEW S7 E2 4.25 1 5 300 126 42 4.0 12 shoulder T
Grade Point
ShOUId"r
objectionable material. Delay cleaning the reservoir area until the dam is in STONE SECTION
Sp@Ctf�CatiOrlS place the basin reservoir at the furthest area from the dam.
2. Cover the foundation area including the abuitments with extra-stirngthfilter 5. Construct the rock dam before the basin area is cleared to minimize sT E"'3 4.50 16200 129 43 4.0 12
fabric before bacl Wing with rock Us cutofrtrench is required,excavate at sediment yield from construction of the basin. Immediately stabilize all i_ __� Existing
center line of dam,extendingall the way areas disturbed during the construction of the dam ex p -1/4"/ -1/411/Ft
ynpthieearthabntments Apply mS except pool TYPICAL SEDIMENT TRAP CROSS SECTION Existing -1/2' /F - /2'/Ft Grade
fabric under the rockfill embankment from tlae upstream edge of the dam to ( larences.Surface Stabtlfaatioa). ST 5.00 18000 13 8 46 4.0 l 2 Grade
the downstream edge of the apron.Overlap fill material a minimum of I foot
6. Safety--Sediment basins should be considered dangerous because they
not to scale
at all joints,with the upstream strip laid over tlhe downstream strip. attract children. Steep side slopes should be avoided. Fences with warning
3. Construct the embankment with welt-gradled rock and gravel to the size signs may be needed if trespassing is likely.All state and local requirements 1-1/;2"bituminous concrete surface course,type"e"or IT'
and dimensions shown on the drawings. It is important that rock abutments mud be f llowed DIVERSION DITCH SCHEDULE 3"bituminous concrete binder course,type"b"
be at least 2 feet higher than the spillway crest and at least I foot higher than
the dam,all the way to the downstream too,to(prevent scour and erosion at the
Tack coat placed at rate of 0.05 gal./sq yd.
abutments, 8"abe(crushed stone paving)
Ditch Ditch Size wing Length of Ditch Elevation change Temporary Liner Subgrade compacted to 95%AASHTO density
Nc). T'(ft)xd'(ft) ($) (ft) See ditch schedule for depth and width of ditch
Place material from excavation on downhill side of
6.63A Rev�06 flow,use additional fill to achieve specified height TD-•20 6.00 x 1.00 Bermuda grass 260 20 Straw w/net finer
Pa 6/06 6.63.3 and width. Temporary ASPHALT ROADWAY WITH DITCH
FL01y;
TD-•21 6.00 x 1.00 Bermudag grass 630 26 Straw w/net liner
Flow, Liner
TD-•22 6.00 x 1.00 Bermuda grass 1128 11 Synthetic mat w/net liner not t0 scale
ROCKDAM I�i Ii if II I ,► 1 = - freeboard TD-•23 6.00 x 1.00 Bermuda grass 616 9 Straw w/net liner
TD-•24 6.00 x 1.00 Bermuda grass 748 54 Straw w/net liner
TD-25 9.00 x 1.50 Bermuda grass 2372 60 Straw w/net liner 24'-0"Travel Surface(typ,)
-III-ILI- -III-Ill
Reveaetation Plan vAR1Bs TD-•26 6.00 x 1.00 Bermuda grass 811 12 Straw w/net liner
8'max.standard strength fabric with wire fence T MIN Seed and mulch diversion channel and dike
immediately after om the seeds choose appropriate TD-•27 6.00 x 1.00 Bermuda grass 606 12 Straw w/net hner
After site preparation, all disturbed land areas shall be revegetated as per the following: 6'max.extra strength fabric without wire fence seeding mixture from the seeding schedule. CL 8'-0" 12'-0" 12'-0" 8'-0" DITCH
Removed grass" grass"
Permanent Seeding Specifications Removed shoulder i Grade Point shoulder
Steel
PERMANENT DIVERSION DITCH Removed Existing
Dates Species Rate, Lbs/Acre post Existing -1/2"/V -1/4"/V -1/4"/1' -1/2"/F Grade
February15-April 1 Kobe Les edeza 10 Plastic or TD-31 6.00 x 1.00 Bermuda grass 396 16 Straw w/net liner
p p " wire ties Grade 3'•
Bahiagrass 50 TD-32 6.00 x 1.00 Bermuda grass 376 10 Straw w/net liner f
Redtop 1 J
Winter a rain 15 TD-33 6.00 x 1.00 Bermuda grass 320 6 Straww/net liner n
rye (grain) Wire 18-24 Subgrade compacted to 95/o AASHTO density NOTE:crushed stone paving shall
fence SEEDBED PREPARATION NOTES: TD-34 6.00 x 1.00 Bermuda grass 462 26 Synthetic mat w/net liner be maintained by owner as required
April 1-July 31 Common Bermuda 50 8"mim.crushed stone paving
Natural TD-35 6.00 x 1.00 Bermuda gras s 400 5 Straw w/net liner
August 1- October 25 Lespedeza(unscarified) 30 ground
1) Install necessary erosion and sediment control measures before seeding, and complete TD-36 6.00 x 1.00 Bermuda grass 220 2 Straww/net liner 24'ROADWAY(Cruched stone)
German millet 40 not to scale
grading according to the approved plan. TD--37 6.00 x 1.00 Bermuda grass 92 4 Straw w/net liner
October 25-February15 Rye rain-temporary) 120 '1'r' F s"ri ah TD-38 6.00 x 1.00 Bermuda grass 300 16 Straww/net liner
Y (9 p Y) �' '�� ,T � �r � t � ��8�,g��0 � t
O�f'Vlip� �0��r'a� �
24r' :,._. ..�,.s , : 3 <;°,:}1 to � n0 2) Lime and fertilizer needs should be determined by soil tests. When soil tests are not NOTE:
Soil Amendments f ibr available, follow the revegetation plan soil amendment requirements.
1) SEDIMENT TRAPS AND DIVERSION DITCH LOCATIONS SHALL BE FIELD BERM 10, SAFETY BENCH
Lime- 2000 lbs/acre or follow recommendations from a soil test. 3) Apply lime and fertilizer evenly and incorporate into the top 4-6 inches of soil by ADJUSTED AS NECESSARY TO CONFORM TO ACTUAL TOPOGRAPHY.
Fertilizer- 1000 Ibs/acre 8-8-8 or 10-10-10, or follow recommendations from a disking or other suitable means. Operate machinery on the contour. When using a
2'1
soil test. Wire hydroseeder, apply lime and fertilizer to a rough, loose surface. SEDIMENT TRAP SCHEDULE
fence
Mulch- All seeded areas shall be mulched using small grain straw at a rate Cross-Section Sediment Drainage Disturbed Sediment Trap Dimensions _
of 2000 Ibs/acre and anchored appropriately. View ; ���� - --_.__.
4) Roughening of the soil with tracked machinery is accomplished by operating the Trap No. Area(Ac:.) Area(Ac.) Volume Q., Q L (Ft.) W(Ft.) D (Ft.) Weir Length Settling Efficiency
Filter machinery up and down the slope to leave horizontal depressions in the soil. Do not
Whenever possible, disturbed areas should be vegetated with native warm season Steel fabric Backfill trench RD-1 3.73 2.60 9,360 15.22 16.34 100 65 4 25 6629
grasses such as switch grass, Indian grass, bluestem and ammo grass. post and compact Natural
g g g g g round back-blade during the final grading operation. 20'To 100'
thoroughly g ST-G � 1.00 1.00 3600 4.08 4.38 60 30 4 12 1777
In addition,the permittee shall consult with a professional wtrildlife biologist with the N.G. ST-H 2.89 2.89 10 404 11.8 12.66 100 55 25 5140
Wildlife Resources Commission to enhance post-project wildlife habitat at the site. 0$40 ��• 5) Complete seedbed preparation by breaking up large clods and raking into a smooth, 4
6.0 0"••:•.• e uniform surface. Fill in or level depressions that can collect water. Broadcast seed ST-I 1.43 0.71 2,556 5.83 6.26 75 35 4 15 2540
•• rn n • •# llps� into a freshly loosened seedbed that has not been sealed by rainfall. ST-J 1 1.70 0.94 3,384 6.94 7.45 80 40 4 15 3023
24r, ;:� ;; •' min EXISTING ST (CALCULATION BASED ON RATIONAL FORMULA, Q=CIA, C=0.6, I=6.8"/HR
•..: .•• ;;•.• WEIR FORMULA:Q10=CLH , C=3.0, H=1
PIT DIAGRAM
CULVERT SCHEDULE •• •_ • •• CALCULATIONS BASED ON RATIONAL FORMULA: Q25=CIA, C=0.6, I=7.3"/HR NOT TO SCALE
WEIR FORMULA: Q25=CLH , C=3.0, H=1
Culvert Diameter Number SETTLING EFFICIENCIES FOR BASINS ARE BASED ON Q10*(0.01) IN SQUARE FEET
NO. (in.) Of Pipes Type Place downhillerial from excavation on
ids of flow.SILTFENCE DETAIL Use additional
4 24 1 CMP DIVERSION DITCH SCHEDULE fill to achieve specified height and width.
2'min.
Diversion 1 Drainage; Diversion Dimensions Side Velocity Shear Lining
No. I Area(Ac.,) Slope% W(Ft.) d(Ft.) Slope (ft/sec) Stress Type
TD-39 1•87 6.3 3 1 2:1 4.84 0.69 Tall Fescue
TD-40 1.87 4.6 6 1 2:1 1 4.52 1777 Tall Fescue Flow
TD-41 0.50 2.8 6 1 2:1 3.55 5140 Tall Fescue '---`
TD-42 0.50 6.3 3 1 2:1 4.83 2540 Tall Fescue lax 3,1maX'
BERM Q TD-43 1.45 3.2 6 1 2:1 3.78 3023 Tall Fescue Seed and mulch diversion channel and dike
±446' TD-44 1.45 5•7 3 1 2:1 4.62 6629 Tall Fescue immediately after construction.Choose appropriate
Varies seeding mixture from the seeding schedule.
TD-45 0.53 7.5 2 1 2:1 4.75 1777 Tall Fescue 3'min.
-_____ ____- _ 5'HIGH(MIN)CHAIN TD-46 0.43 0.7 6 1 2:1 1.80 5140 Tall Fescue
7 7LINK FENCE w
_______ __________.`'I a, TD-47 0.55 1.7 6 1 2:1 2.76 2540 Tall Fescue
_--= ___ __________OA 76'UNDISTURBED 115'UNDISTURBED TD-48 0.87 3.7 6 1 2:1 4.03 TEMPORARY DIVERSION DITCH
____ _ _ _ _ _ _ _ ±80' BUFFER BUFFER 3023 Tall Fescue
CALCULATIONS BASED ON RATIONAL FORMULA: Q25=CIA, C=0.6, I=7.3"/HR
___-_____ =_ _ ____________ t SHEAR STRESS�ds„ y=62.41bs/c"3, d=depth, s=slope ft/ft, based on Q2, I=5.58"/HR File Name:613-DET-7-23-15.dwg
_ _ .
_ _ _ `�_ __ NOTES. 1 2-7-12 10-year Mine Permit Renewal-NMW Martin
------------- _ .J 2 7-23-15 Mine permit modification-NNW Marietta
77
_____.__ _____ 1. Slopes will be tracked during construction to aid 3 10-10-24 Mine permit modification-MC
ti4 - " " " " " " " - -W = o = =_� in the establishment of vegetative cover. 4
_.._..........._ -. _.._.. - _.
5 - - = - - - - 5 - Oct. 2024 Permit Modification
_ - N _ - _. . .._,..._ ..
DETAILS HEET
2. All exposed areas will be seeded & stabilized 6
immediately following construction. 7 RALEIGH-DURHAM QUARRY
CROSS SECTION E-E� 3. The first bench is to be graded and seeded prior 9 WAKE COUNTY, N.C.
to constructing the second bench. 10
11 QUARRY: RALEIGH-DURHAM Permit No: 92-11
NOT TO SCALE
DWNBY DATE. DWG.NO: MAP.NO.
12 D.Bright 07/12/02
CK.BY: SCALE: SHEET NO.
D.Bright Not to scale 2 Of 3

1540
e e st, il'-e
0
BERM nd ve to d
O
77
7r
5'HIGH( CHAIN
FENCE
Y04 _.x _.._..
.. ._.._.._.,_._.. `rJ
n1 ••—••— _.•—..—.._. A� '/6'IMDIFFE. ED 115'I BUFFER
71'- }8�' AUNFER HIIPFER \\\
=`=_ . ==..= -_= _---_
-_-_
• _
r
CROSS SECTION B—B Be i o be s al ilized
NOT TO SCALE ❑ a.ld.vege at d ly
IP
BERM ❑
ff
10'SAFETY BENCH
WATER
1/
er to e sta ill e
eg ate
est ate Road
CROSS SECTION A-A lot�
NOT TO SCALE _
Entrance to ��"��_"` ❑
red shut �� , --_.w\�``�❑^,` ��
1 �
o to
Lucefion
U
ce t b
gated shu
/ /(✓ N
Kh / W
4 c' eSt ek
RV l l lj t
vtctNlTY MAP oar� / '� /❑ �s�a6�l�.
8 � m
�❑/ Entrane e
' S �-gett.
l be 1
finekfi d,
Sediment anda . ❑ � 1 J [ /
basin to
S 'remain I I❑ a mgdrajned,backfill
II and ve
c I At final reclamation,the processing j ❑�
i I plant and any remaining stockpiles ✓
will be removed.The area will be
I I id, graded as necessary to ensure good
aired,
el ac dled surface drainage.Area is to be
n° l to
and v eta d. scarified and revegetated.
Berm to be stabilized and vegetated ® ��
I f ( S Pond to remain \ . I u" ❑ _-____� \ i D L
LEGEND
Building to \\\ \\ $ $
N be j•
0 removed \ u tduig ro X 4t1fj s \. —�
/� V �/i �� be n oved
Permit Bound ��
Office,road loop and gate at �� a. $� 4 ` Fence
At final anon, remaining \ entrance to remain.Scale wi ip �C'
Above ound S age Tanks an:to \ be removed. 1 ftr3t0� S Body Of water
be remoke�y remaining fuel and \ \ .,�+
\ oil are to be disposed at an approved/ \\ \
Lsposal facility, \
• Berm(stabilized and vegetated)
� \�\\ Note:
?xist;ng born Erosion and sediment control measures necessary road — — — —
\ sta ilized and veget ed for final reclamation will be cleaned out and placed sewer manhole/ O` in good working order. All other existing erosion and °
~� �\❑\ ° sediment control structures will remain in lace and be Building
� p o
\4 `❑ I allowed to revegetate naturally. Haul Roads
\ef\
Any unstable road surfaces will be graded and seeded.
� \
- Berms are to be built as material becomes available. The File Name:RDu-REc-7-27-15.awg
s
♦� anee to be extent of the berms shown on this plan are anticipated; 1 10-10-24 Added overburden storage berms-MC Martin
� at�d shut z (vir�rl'i�ttr',
i final dimensions may vary. g
\\ 4 RECLAMATION MAP - October 2024
A 6
\\� 7 RALEIGH—DURHAM QUARRY
s
SCALE:1"=200' 9 WAKE COUNTY, N.C.
IH
t1 QUARRY: RALEIGH—DURHAM Permit No: 92-11
0 100 200 400 600 800 12 nwN uY: U /7/15 �wc.No:
N.Wijeewiya 07/2 MAP,NO.
13 CK.BY: SCALF, 3 of 3
SHEET NO
1°=zou