20230608_Mine_Maps

LEGEND
680 INDEX CONTOUR WITH ELEVATION,(MSL)
0 0 0 0 0 _ o 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
�n o io � o �
m = � INTERMEDIATE CONTOUR
r
a .�. .�. JONES,BETTY JEAN 0.
01 ! CV 01 CV CV 0t CV N ly CV `� 2 CV N 0i CV 01 CV
w w w w w w w w w w O w w w w w w BASE RING
a WATSON FAMILY II,LLC � � orthern PIver51on � cilarcle PAVED ROAD
NC DOT rr WAKE STONE CORP
5120-1 p A O DIRT/UNIMPROVED ROAD
ti;1; a Wa p RAILROAD
(//,�}� �., �'+,•` 2 c u x x FENCE
N 752,500 + + p \ \\\ n N 752,500 GUARD RAIL
WILMAR II LLC MARTIN L ALLEN FA \\ . \ y4tiY ePo W
� Ro � DITCH(WATER)LINE
UN�It�PR
WAKE STONE CORP SWAMP LINE
Details Sheet See P a e 2 - W
�tt
'� etlan Buffc��\ �' \ TREE LINE
e
�� 9etdre \ SCRUB LINE
aF
air \ WAKE STONE CORP
TREE SYMBOL
SWAMP SYMBOL
N 752,000 N 752,000
\ \ \ \ \ \
+
SUMMER,JAMESWILLIAM \ �''+,,� BUILDING
m_M 4 \\\ 2X5 SPOT ELEVATION,(MSL)
WAKE STONE CORP 25.5
e9e \ ESTIMATED SPOT ELEVATION,(MSL)
.aa Pr ose �� E.
FWted Area y- A, e° \ �` 16.4 WATER ELEVATION,(MSL)
`�- ••d 73 Acres \ �
100
`A E 5a7 194.75 BENCH MARK LOCATION WITH ELEVATION, SL
� n I
NI DOT ` cd u e�r(5�') /�\ .V�� �� N 1042344.51 )
N 751,500 \ \ \ \� V� ''` . \ N 751,50 2 25.58
WELL(VARIOUS TYPES)
( __ n4ZL, Y elan9BeeveNem Cr. . . . / v
��` I��s eurr�n� ae�1 VTILITY POLE
� �nopit area
. ' ��� \ � TRAFFIC SIGN
R q foltal Area 206 Acre5 1
�\ ' V � o MISC./UNKNOWN OBJECT
KNIGHTDALE TOWN OF HYDRANT
i
TOWN OF KNIGHTDALE
MANHOLE
N 751,000 I r \ ~ �\ \ _ he �,� 751, 00
GUY WIRE
y
u13 x 14"HD �-
i \ �'+.��`".i Irt LIGHTPOLE
l � � 1 \ ...,,��� '`• V _ � � �\J' ( / ( _ ° Q WAKE STONE PROPERTY COMPANY CULVERT
Wet retevkia,px, \ \� \ ❑ CATCHBASIN
�-
—�—
WAKE SILT FENCE
� ONE P OPE � � --- _ _
KE STONE PROPE COMP Y I ' l� a
''.� "<. ��� A � � SILT FENCE OUTLET
4 � WAKE STONE PROPERTY COMPANY
9. Acre
N 750,500 j � \ \\\� � \ ) � � / • � V 750,500 — SKIMMER BAFFLES
r ove fr -� C7 .�.. �.. +
I A��� � � � �� x - x 'z' �� DIVERSION DITCH/SWALE
BO g -ye PROPOSED 1 FOOT MINOR CONTOUR
WAKE STONE PROPERTY COMPANY
'Wide St ce PROPOSED 5 FOOT MAJOR CONTOUR
0o»� urf � ,— �� �' r� -- \ -�/ 'x � ��. `�� 1
a h� �`
�� Temporar cess R d r
' \\ tes � / ,� °r •\ � ��d��' 1) Contours-Ninety(90)percent of the elevations determined from the solid
WAKE STONE PROPERTY COMPANY
Red Das ine indica wa ° r xs
of Dis irbance / x o / A VA line contours of this topographic map has an accuracy with respect to
.�
i �� Temp Ac d ,x, �-" � � - � � �rj�� � �� p true elevation of one-half(1/2)contour interval or better and the remaining ten
_ \ (10)percent of such elevations are not in error by more than one contour
interval. In densely wooded areas where heavy brush or tree cover fully obscures
N 750,000 I � v \ I ' o x r N 750,00 the ground and the contours are shown as dashed lines,they have been plotted as
rtY as possible ossible from the stereoscopic model while making P g full use of
spot elevations obtained during ground control surveys and all spot elevations
\ _
` �j D � j I I r �- � � \ z`� ,, o• measured photogrammetrically in places where the ground is visible.
DOLORES W
1
Con 2) This map was compiled by Garland Photogrammetric Services,L.L.C.using photogrammetric
WAKE STONE CORPo ION r _ v,., x r ;i methods. Contours portrayed as dashed or broken lines represent areas of dense vegetation
ulv rt (14"HDP v t ( 30" ) ' x \ P Y P g
and should be considered approximate.This map has not been field verified.
055 .�, Prior to use as a basis for design/construction,it should be field verified.
.I Tj _WAKE STONE PROPERTY COMPANY x' �� / 1 "``_
N 749,500 I rIm I � � \ \ \ \ � uxr I \ �� \ \ � ' j,� �"....�. � \ \ � N 749,500 3) Buildings are SllOwn YOOfilrie Only.
CA Gariand
41
345 STONERIDGE WAY FAYETTEVILLE,GEORGIA 30215
WAKE STONE PROPERTY COMPANY � \
j \ \ x 8 r i I WWW.GPSHILL.COM 678-977-2947 [e-mail]
C d
N 749,000 � �/ / �� - + _ — � I�' � • + + N 749,000 Land Use Table Current an Pro o5e&
WAI STONE PROPERTY C PANY -� �_-/ I _ j'% // �� e�yt•F' i — -x• 1
11% -"' / GE,LAMONT M INGE,DOLORES W
Category{ Affected Acreage
WAKE STONE PROPERTY COMPANY � '•• �_� ��� � � � \ I � � \
WAKE STONE RP ��« e.E a r r V - \� �` �; -
i 41
• \� ,� - Currently Permitted Acreage 575 82 Acres
v
_ c� �� ' .
I � � o. �, r � I�x � I f. A � � �� `� - �. ;� permitted Area � be hemoved 19,1 Acres
N 748,500 \ \\ 4� + �XlStlnq StOC ,ale�rea -,.' -,r / + ^\ r` \ —� _ f \ is 748.500 Pectue5tod New berm itted Acreaqe 5 56,72 Acres
\ 'eservoir /\\/ Q f {J
WAKE STONE PROPERTY COMPANY .g plant and Yard Areas 116,84 Acres
includes stockpiles, plant, shop,
-
f � - '--� � '� �/ � \ - .�• �� _ / -_ � warehouse, office/ scales area,
reservoirs old bone and and all associated roads)
/ �� - � � ✓' / aw• - _ KNIGHTDALE TOWN OF '
I O
' l
O , • _ Mine FXCavatlon 206 Acres
N 748,000 KESTONEPROPF�tTYC . NY ! I \ \ ./ .x. ' •. ,--___ / a� f �� \ N 748,0 C includes active pit area, stripping
areas, bone hand and all associated roads)Ile
Y
\ • 1 L� - J roved .µ 1 \ // �� ' ' _,1 ;� \I� fotal Currentlq Affected Area 322,84 Acres
KNIGHTDALE TOWN OF proposed New Affected Area; 16 �3 Acres
x
�f`,LES NJR • .�, �'''� WdYe e I \& ' ' '�\\� / ar Aria r� �' " �' II € Total rroposed Affected Area 339 5� Acres
N 747,500 R N 747,500
M, Ill I I
-ac WAKE CORPO ON - ''� `
Ok
au I / / \
�P e-,ss Ar ads, rd, r � ` � -7 \
Fred Smith Com n� Qua an
Asphalt Pla
f t• �o 5tockplle Area ��les "�,. �� 1 c� lwo§V°
_
HINTON LAND LLC �
'" R' �. �.• -_a-
USA I I I �.� SILVER,CHARLES H JR '� I \ ,.,� / __ Rm I � INIGHTDALE TOWN OF
. yII; MER LL I I I \
1
\ Q I ine denotes rea I for
N 747,000 + WI RITT-MW C I N 47,000
r I�lan� 5�ockpile r ro a ,A( � �I� 1
h
s, Bone q rd, an 1r""'�`�`^"* may, � � x 2 `�' LAUREL CROSSING APARTMENTS LPL
�) 5tockplleAre .A QU rr flee and 5 �— ► i W
Thomas Concrete �� ,
11II 1 T_ C �
Concrete Plant U
nQ \ of Area - 116,84 Acres
MERRITT-MW1 LLC 1 4 t HINTON LAND
c Ud rC5ervoi s rocess \mow \
N 746,500 r seal inq ponds)- -- +
a
.x• I - G 1 �
KNIGHTDALE VENTURES LL 20?^Aoc loi I ,t � CAMERON STREET PTNR I LLC Vc w� 300
��° I I I I I I I Feet
I �I i-jur v
N60
KNIG x
HT STON�LLC a
HD DEVELOPMENT OF MARYLAND •��,4', �"�F'^< � O
KOHLS DEPT STORES INC
N 746,000 + + \ + + - \• I. w ti°� ,,,, + W \ + \ \ N 746, ° COMPILED BY PHOTOGRAMMETRIC METHODS
' � � A TO '( T � sa _ > ,y G yV
KNIGHTDALE CENTERS LLC
Wake Stone Corporation
n
� r z a U z p p �4q� w 6721Knightdale Blvd
as � L)111 a J Q44 �,4 °� Knightdale, NC 27545
'Nv p �, > O
TARGET CORPORATION
KNIGHTDALE CENTERS LLC COOKE,I Y Tq�n�� � ��� YOYrSF�� U J
KNIGHTDALE QUARRY
I SLMC LLC ° /` _. 4° IG�.�AI' .ZO G
N 745,500 + \ + \ ' 04yS,G �O�,tq�� + +PARKSIDE CO ONS CONDOMINIL�G3S S�L v�\` ry� �4 �y1�,0��� \ \ 745 5 0 MINING PERMIT NO . J 6
JIL KNIGHTDALE, LC
CH.KNC LLC KNIGHTDALE CENT LlO� 09��4 KNIGHTDALE DEVELOPMENT OWNERS I IDE CIA
2023 PERMIT M®DIFICATI®N
SITE PLAN/E &SC MAP
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DATE OF PHOTOGRAPHY: 03-08-2021 COUNTY: WAKE
CV 0i CV ai 0S CV CV ai N CV CV CV 0i CV N CV
w w w w w w w w w w w w w w w PLAN PREPARED BY: L. COLE ATKINS/WSC REVISION No.:
DATE OF LAST REVISION: 06-02-2023 SHEET No.: 1 of 3

� O \
4 wetland Paint
5 wetland Pon </ O
\\\ �N3 l�
� LEGEND
L
\ Sh 680 6 etlantl Point
INDEX CONTOUR WITH ELEVATION,(MSL)
w
"a ` wetland Poiint \ \ INTERMEDIATE CONTOUR
etl d Po
a
we tland Point an Point tl V
e wetland Point \ � `�? BASE RING
4wreIan Ppi 9 wetlantl Po t Wetlan Buffer ��� �-
49 43 250
PAVED ROAD
wetland Point we tland Point 10 we 'd Point
thane—na / \ / DIRT/UNIMPROVED ROAD
wetland Point
l li ende m a n�d ntl t /> \\\
\ \ \ ��••77�� `zY y\ ,\
RAILROAD
5wetand Point w(land Po nt tana Poin
FENCE
we16 tland Point I f
tland Point \\ \\ \ \
GUARD RAIL
4,WQ / tlantl DITCH(WATER)LINE
tlantl Point walla tl 'nl 17 e Point J \ w
tlantl Point i / -
18wenana Petot / \ `40 SWAMP LINE
\ ?ARE
inland Poin wetland Point \ �1
we09 SEE Lvh.' N T ^\ ` TREE LINE
55 tlantl P t /VV
weuand Point O 37 ­d Point and Poin \1'�
22 38 20 wetland / l
wetland Point SCRUB LINE
wetland P't I \ r� \
36 21 p2,"tlantl Polnt
wellart�Poinl I
\ 23 wetland Point \\\\ \
ss TREE SYMBOL
nand Point wenana Point 25 2a wre Poi
25 wellan Dint \ \
and v ml 33 0 and int \ \\\ 26'O z SWAMP SYMBOL
etlantl Point wetlantl Point 26 etlantl Point
3R nt 3 t wetland Point \ \ BUILDING
�\ tlantl Poi w t" \
wetland Point \
SUMMER JAMES WILLIAM wetlandPolnl 28 tlantl Pointof 25.5
/ \\ SPOT ELEVATION,(MSL)
1 wetl Po t / \
wetlandantl X
Poi I \ \\ 25.5
ESTIMATED SPOT ELEVATION,(MSL)
a O e v we /
tland Point / \\
sz W.E. WATER ELEVATION,(MSL)
wanand Point / l \\ \ \ 16.4
Z? \\ 100
wetland Point E 5a7 194.75
N 1042344.51 BENCH MARK LOCATION WITH ELEVATION,(MSL)
Z 25.58
Owetlantl Point /
WELL(VARIOUS TYPES)
wetland Point / o UTILITY POLE
I c
203.0 l \ Pro o V e // , 9 TRAFFIC SIGN
wetland Point \
X \ o MISC./UNKNOWN OBJECT
wetland Point I
A, '` I � — HYDRANT
ffected Area
68 \ 0MANHOLE
wetland Poin+.
weuand Point 1\ �� fill GUY WIRE
J _ \\ 245.
Qa III inund on welantlPoint \1 • 73 ,
J �I LIGHTPOLE
^ ver aver r Acres 1 —\III � CULVERT
> wetland Point ❑ CATCHBASIN
wetlantl Point / —9P—
Wed uffer (50')
® SILT FENCE
wanand Pemt // gFp SILT FENCE OUTLET
1, wetlantl P°in 0 —�e�-- - SHIMMER BAFFLES t ��
I
]etlantl Ppint ( / - - DIVERSION DITCH/SWALE
]6
and POIM
CY PROPOSED 1 FOOT MINOR CONTOUR
i--- weuand Point an ti�`J-
�� ]7 and Point ]etlantl Point
wenana Point 1 \ PROPOSED 5 FOOT MAJOR CONTOUR
O __ wetland Point I 1) Contours-Ninety(90)percent of the elevations determined from the solid
��— �^ ea ally variant inundation 2 I line contours of this topographic map has an accuracy with respect to
elver tl Ity along L13eaverdam Cr. 82
wetland Ppinl I 1 true elevation of one-half(1/2)contour interval or better and the remaining ten
^ 0 + A + + + 1 (10)percent of such elevations are not in error by more than one contour
`\ 0 etlantl point ap t al cL2fl 83 1 / interval. In densely wooded areas where heavy brush or tree cover fully obscures
\_ fiat et�and L 5R cL 4ftcL 3fl land Point the ground and the contours are shown as dashed lines,they have been plotted as
Pni
e r g 1% wenan L3R tl ntln°int . r \ 1 ((��� accurately as possible from the stereoscopic model,while making full use of
wet and point point wetlantl 13
,e nand Poin` wetlantl ewre spot elevations obtained during ground control surveys and all spot elevations
poi point cL 3fl Aland Point
1w46 t wy p�and wetland point 135 /
etlantl point 1 1
�+ \tland point 134 as � measured photogrammetrically in places where the ground is visible.
wetlantl Poin 'ntl land Ind point Weiland point and point cL Oft r4 A,
MII \/1 l / / �j��
V � tl Point ntl Point \
we�i�ana point 5 ntl � we�lana point wenana Point,3 \
we�lantl point wetlantl point ' tlantl point 132 cL 3ft \\
— / / we and point wetland Poin \ `——— — YYY — 2) This map was compiled by Garland Photogrammetric Services,L.L.C.using photogrammetric
I/ wellantlpoint we�l�pd�iM 3 cLaft. 6wetla P°Inl \ / methods. Contours portrayed as dashed or broken lines represent areas of dense vegetation
wall°a ` / and should be considered approximate.This map has not been field verified.
\ L3fl 3ft ntl Point Prior to use as a basis for design/construction,it should be field verified.
wet( l'
0 12 A, II 1 ntl Poin rim+
ill
L 2ft lt�
w land point wetlantl Point �` 3) Buildings are shown roofline only.
1 TJ'1► a P
\
tland Po n7 cL 2fl wee 2049 90 `\ ,
Ilantl point/ —land Point
2 wetland point ft wetland Point \ / / Garland
30 9] Point \\ / PHOTOGRAMMETRIC
SERVICES
Point\ 14 9ellantl tlantl Point we tlantl \
/ \ tland point
,e wenanaPGinl milanaPoint wed& °int 9s \ 345 STONERIDGE WAY FAYETTEVILLE,GEORGIA 30215
wellandPoint \ ��° WWW.GPSHILL.COM 678-977-2947 [e-mail]
232.7
� 7 123
e3land ppin tland P°Intl \ � / � / / / \\
999 \ I
2
\\ etlantl pot 'wetlantl Po Q
wetland poil wetland101 102 band Use Table C Current and Pro o5o&
�O int /
w2 land point wenan int
103
,w q9 wetlantl int /
\ tlantl Poin
Ti118
anap°i w Culver 3 5 x 14" HD
) Categoric Affected Acreage
7 7 tla tl Point
and point
220 we 'point ` we ntl Pand P
/ 'welandpoint o wandP°in� 7/ Currently �'ermit�,ed Acreage 575,82 Acres
I
I I i e
wetland point etlantl Point
a P°Intl Permitted Area to be Removed 19 I Acres
weuand Point
wanand Poin
tland point
ry \ wet ppi"' Rectuested New Permitted Acreage 556,72 Acres
Plant and Yard Areas 116,84 Acres
I
includes stockpiles, plant, shop,
Wet betention Pond warehouse, office/ scales area,
5b0'2/ �Q-1
reservoirs, old bone Lard and all associated roads)
Mine rXCavatlon 206 Acres
C includes active pit area, 5trippinq
ONE P OPE I \ � �� areas, bone Bard and all also fated roads)
fotal Currontlq Affected Area 322,84 Acres
\
250.4 Proposed New Affected Area: 161�3 Acres
\ \ , 9. Acre /to a� X
' Total Proposed Affected Area Acres
/ 2 X
r ove fr \ / lz�j /7 e
' 40 248.9 o
ing er t \
X ® N
221.
X
Bo d
/I Z
260.7 1-
0 Wide Ston , urf ce o �_
240
—� Tem ora cess R d -�
159.0
Red Das ine indicates " "
� X �
imit of Disturbance 158.5
X 0 100 200
Temp Acc d
263.1 ' Feet
X
// �•
' ) I 159.3
' � Q
f 121.2 COMPILED BY PHOTOGRAMMETRIC METHODS
CID
l - Wake Stone Corporation
6721Knightdale Blvd
Di
\��`` Knightdale, NC 27545
_ KNIGHTDALE QUARRY
Rill Rill MINING PERMIT NO . 02 - 06
•----------___-- ___--------- �. -__-- ---- __-- 2023 PERMIT M®DIFICATI®N
—--- ----—--
a ( � 11X.5 \ �Iliao \
WAKE STONE CORPO ION �s 117.7 \ SITE PLAN/EBcSC MAP
HDP lv t 30" 160 Xl (14"
uv rt ) DATE OF PHOTOGRAPHY: 03-08-2021 COUNTY: WAKE
1 161.2 PLAN PREPARED BY: L. COLE ATKINS 1PSC REVISION No.:
\ X DATE OF LAST REVISION: 06-02-20 3 SHEET No.: 2 of 3
121.3
it Hil X

r__ 1 -7 EH EH EH
1 8'-0" MAXIMUM
/ . SILT FENCE FABRIC
MINIMUM 10 GAUGE INSTALLED TO SECOND
�0 + 00 . 00] 4 5 0 . 0 -0 1 50 . 0 18 + 0 0 .. 0 0 / \ LINE WIRES WIRE FROM TOP MINIMUM GAUGE
INTERMEDILATEATE W WIRES
250 250 250 250 �9 + 00 . 00� 260 260 260 260 q�x 1 ` GRADE
11,,,11,,,111..III..III-III,,,II,,,�I-III-III-1n-1Tl-1Tl-1�l„�I„�I-III-III-III-III-III-III-III-III-1�,II -ITI-ITI
240 240 240 240 250 250 250 250 250 250 �,� �� ��\ ", _ -' -'
230 230 230 230 240 240 240 240 240 240 P STA: 18 0 r \\
220 220 220 220 230 230 230 230 230 230
� _ \\�� � ;II' FRONT VIEW 'Iu
210 210 210 210 220 220 220 220 220
STEEL POST
200 200 200 200 210 210 210 210 210 210 � NOTE:
WOVEN WIRE FABRIC
. USE SILT FENCE ONLY WHEN DRAINAGE AREA SILT FENCE FABRIC
190 190 190 190 200 200 200 200 200 200 ///' DOES
NOT EXCEEDNTRAT ACRE LOW D NEVER IN J�
0
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO FILL SLOPE
\ PROVIDE STORAGE VOLUME FOR THE NEXT RAIN 26 Z
TA: 16+ AND TO REMOVE PRESSURE ON THE SILT
FENCE.
N
GRADE
0 + 50 . 0 5 + 00 . 00 14 + 00 . 00 i 8 + 50 . 0 -01 2 OVRNSKRT ;OVER
\ -0
ANCHOR SKIRT AS DIRECTED
250 250 250 250 260 260 260 260
\ \ < �� BY ENGINEER
240 240 240 240 250 250 250 250 250-- 250 9�
r' \ SIDE VIEW
230 230 230 230 240 240 240 240 240 240 X O o
0
220 220 220 220 230 230 230 230 230 230 �/� STA 15 I STANDARD TEMPORARY SILT FENCE
210 210 210 210 220 220 220 220 220 220
0
200 200 200 200 210 210 210 210 210 210 i
+
190 190 190 190 200 200 200 200 200 200 4'MIN. SILT FENCE
1 0 0 c 00 5 0 / TOP OF SILT FENCE
/ MUST BE AT LEAST 1'
ABODE THE TOP OF
THE WASHED STONE
250 250 250 5 0 c 0 250 10 + 00 . 0 0 14 + 5 0 . 0 0
240 240 240 240 250 250 250 250 Tq. ,�
SOX / FRONT VIEW
230 230 230 230 240 240 240 240 \ BURY WIRE FENCE,
FILTER FABRIC,
STEEL FENCE POST AND HARDWARE
STEEL FENCE POST SET MAX 2'APART CLOTH IN TRENCH
220 220 220 220 230 230 230 230
WIRE FENCE GROUND INTO SOLID
210 210 210 210 220-T-7 220 220 220 / HARDWARE CLOTH
200 200 200 200 210 210 210 210 1 FILTER OF#57
190 190 190 190 200 200 200 200 �\ / WASHED STONE �4
0 3'FILTER FABRIC
ON GROUND
o� O
o $ °cbgo NOTESo
oo� �b°�o 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
o
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
STA: 9+
BURY WIRE FENCE AND HARDWARE CLOTH BURY 8'OF UPPER EDGE OF
1 + 50 . 0 0 FILTER FABRIC IN TRENCH
250 250 16 + 00 . 0 0 10 + 50 . 0 00 . 00 \\ SECTION VIEW
240 240 250 250 250 250 250 250 `-'-
.
230 230 240 240 240 240 240 240 `� STANDARD SILT FENCE OUTLET
220 220 230 230 230 230 230 230
210TT 210 220 220 220 220 220 220
200 200 210 210 210 210 210 210 \
ST NOTES
190 190 200 200 200 200 200 200 �'�x
0 1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP.
2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL.
3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL.
4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC, AND/OR EROSION CONTROL NETTING.
�2 + 00 . 00 15 + 50 . 00 _ 2' MIN.
250 250 �6 + 50 . 0 0 11 + 0 0 .. 0 0 260 260 i \ _ F WASTE MATERIAL-COMPACT,
<< S VAR. CONSTRUCTION OF DER TCH
240 240 250 250 250 250 250 250 STq.6 =III CooF z' - 10' Q N
+od
230 230 240 240 240 240 240 240 I-
220 220 230 230 230 230 230 230 -III-I I-III-I 1 III-� Mq 4,VAR12' 1 -I 1-I 1 I-III-I I-III-I 1-I I-
1I I-I I I-I I I III-III III-I X 2' -III III-III III-III-III-I I I
210 210 220 220 220 220 220 220I-
' I I I-1 I 11 I I '
200 200 210 210 210 210 210 210 1 2„ -1 I -1 I I 1;
190 190 200 200 200 200 200 200
1 CROSS SECTIONAL VIEW
TA 5+0Q
�2 + 50 . 00 16 + 00 . 00
1
250 250 �7 + 00 . 0 0 11 + 5 0 . 0 0 260 260 `\
240 240 250 250 250 250 250 250 \\ �� STANDARD TEMPORARY DIVERSION DITCH
230 230 240 240 240 240 240
220 220 230 230 230 230 230 230 \ ,�
210 210 220 220 220 220 220 220
200 200 210 210 210 210 210 210
190 - 190 200 200 200 200 200 200 ��\ ,�� A A
`- ------ �\ / F
o
M
H 1 /
(n 1 /
:
1 /'
1 NOTES
// 1. L - THE LENGTH OF THE RIPRAP APRON.
250 250 �7 + 50 . 0 0 12 + 00 . 001 260 260 // 2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
\ PLAN VIEW LESS THAN 6" (INCHES).
240 240 250 250 250 250 250 250 \\ /
/ 3. IN AWELL-DEFINED CHANNEL EXTEND THE APRON UP THE
230 230 240 240 240 240 240 240 \ /' CHANNEL BANKS TO AN ELEVATION OF 6" (INCHES) ABOVE
\ / THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE
220 220 230 230 230 230 230 230 // L BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
\ L - __4 INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
210 210 220 220 220 220 220 220 P' \\ / PIPE
200 200 210 210 210 210 210 210 \ /
\ / / -
190 190 200 200 200 200 200 200 ` ' rT-1I I
11-11-m-M- F -I IIJ -III-I 1=
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210 210 220 220 220 220 220 220 �II�II , V COMPILED BY PHOTOGRAMMETRIC METHODS
200 200 210 210 210 210 210 210 1 I =_ \\/\\/\\/\\/\\/\\/\\/\\/\\/\/\\
190 190 200 200 200 200 200 200 -I I- with°Vd�ozr."'° `rac`�c c��'at marks '�� II /\ \ \ \ \ \ \ \ 11 \ s
catch rainwpter, reduce erosion, � � //� �
=I and retain Ilme, fertilizer, and seed. II�T�II-III /\ Wake Stone Corporation
13edrock \\ \\
6721Knightdale Blvd
//\\//\\//\\ Ell Knightdale, NC 27545
\
�r\i\r\r\i\r\r\ KNI GHTDALE QUARRY
4 + 00 . 00� 1 � � 50 � 00 - =_ � \ \ \ \ \ \ \
250 250 �8 + 50 . 0 0 15 + 00 . 0 0 260 260
\
240 240 250 250 250 250 250 250 _
MINING PERMIT N0 . 92 - 06
230 230 240 240 240 240 240
- - 2023 PERMIT MODIFICATION
0 a y _V s 0 �a._ C oss See 0 I- S
220 220 230 230 230 230 230 230 J L c �"c
210 210 220 220 220 220 220 220 '-I I 1=1 I I Tl pick Ovorbur,don Culp 5 ope SITE PLAN E OC SC MAP
200 200 210 210 210 210 210 210 anj Pit Bench beta i s
190 190 200 200 200 200 200 200 T� Plca F 5 ope Petals ( Hod to scale)
C not to scale) DATE OF PHOTOGRAPHY: 03-06-2021 COUNTY: WAKE
PLAN PREPARED BY: L. COLE ATHINS/WSC REVISION No.:
DATE OF LAST REVISION: 06-02-2023 SHEET No.: 3 of 3

U.S. DEPARTMENT OF THE INTERIOR The National Map RALEIGH EAST QUADRANGLE U.S. DEPARTMENT OF THE INTERIOR The National Map KNIGHTDALE QUADRANGLE
U S G S U.S. GEOLOGICAL SURVEY NORTH CAROLINA - WAKE COUNTY U S G S U.S. GEOLOGICAL SURVEY NORTH CAROLINA
science for a changing world US Topo US Topo
7.5-MINUTE SERIES science for a changing world 7.5-MINUTE SERIES
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Produced by the United States Geological Survey SCALE 1:24 000 ROAD CLASSIFICATION Produced by the United States Geological Survey SCALE 1:24 000 ROAD CLASSIFICATION
North American Datum of 1983(NAD83) North American Datum of 1983(NAD83)
1 0.5 0 KILOMETERS 1 2 Expressway Local Connector 1 0.5 KILOMETERS 1 2 N Expressway Local Connector
World Geodetic System of 1984(WGS84). Projection and I N NORIH World Geodetic System of 1984(WGS84). Projection and GIN 0 RLII
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000-meter grid:Universal Transverse Mercator,Zone 175 9'17* 1000 500 0 METERS 10DO 2000 Secondary Hwy I DDO-meter grid:Universal Transverse Mercator,Zone 17S 9*21' 500 0 METERS 1000 2000 Secondary Hwy Local Road
This map is not a Legal document.Boundaries may be — 4WD This map is not a legal document.Boundaries may be Ramp ——————
generalized for this map scale.Private Lands within government 165 MILS 1 0.5 0 1 Ramp —————— 166 MILS 1 1 0.5 0 1 1 4WD
reservations may not be shown.Obtain permission before 1*26' 1 generalized for this map scal.e.Private lands within government � I
25 MILS MILES QUADRANC Interstate Route OUS Route 0 State Route reservations may not be shown.Obtain permission before 27 MILS MILES Interstate Route US Route 0 State Route
entering private lands. 1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 LE LOCATION entering private Lands. 1000 0 1000 2000 3000 4000 5000 6000 700D 8000 9000 10000 QUADRANGLE LOCATION
Imagery.....................................................NAIP, July 2020 July 2020 FEET Imagery.....................................................NAIP, July 2020 July 2020 FEET
Roads......................................... U.S. Census Bureau, 2016 Roads......................................... U.S. Census Bureau, 2016
Names................................................................. ..........GNIS,1980-2022 UITM GRID AND 2019 MAGNETIC NORTH 1 BayLeaf Names................................ ...........................................GNIS,1980-2022 UT GRID AND 2019 MAGNETIC NORTH 1 Wake Forest
M(
Hydrography...............................National Hydrography Dataset, 2001 - 2018 DECLINATION AT CENTER OF SHEET 1 2 3 2 Wake Forest Hydrography...............................National. Hydrography Dataset, 2001 - 2018 DECLINATION AT CENTER OF SHEET 1 2 3 2 RolesvitLe
Contours............................................National Elevation Dataset, 2008 U.S.National G�d CONTOUR INTERVAL 10 FEET — 3 Rotesvilte Contours............................................NationaL Elevation Dataset, 2006 U.S.National Grid CONTOUR INTERVAL 10 FEET — 3 Bunn West
�E'10 I'
Boundaries..............Multiple sources; see meLadata file 2013 2021 100.000-In Square ID NORTH AMERICAN VERTICAL DATUM OF 1988 4 5 4 Raleigh West Boundaries..............Multiple sources; see metadata file 2019 2021 100.000-m Square ID NORTH AMERICAN VERTICAL DATUM OF 1988 4 5 4 Raleigh East
Wetlands.................FWS National. Wetlands Inventory Not Available This map was produced to conform with the 5 Knightdate Wetlands.................FWS National Wetlands Inventory Not Available This map was produced to conform with the 5 ZebuLon
ov National Geospatiat Program US Topo Product Standard. 6 Lake Wheeler QV National Geospatial.Program US Topo Product Standard. 6 Garner
6 7 8 7Garner RALEIGH EAST, NC 6 7 8 7 Clayton KNIGHTDALE, NC
8 Clayton 8 Flowers
ADJOINING QUADRANGLES Grid Zone Da ignation ADJOINING QUADRANGLES
Grid Zone Designation 2022 17Ss
17S 1 2022

H �' 0 22 Match 2215 2228 Line \ H 1003 5422 5406 15 42 i Match Line uEe H
r 2 2049 4342 0`' '14 221 - f" -- 0 .16 0 .18 0 6 2396 / - 9-
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2915 f \� 2�0 �I / e1 2370
62 � Middle � } (. .,\� � i W \ pu 2407 \ I
/ '`Tr "2956 N 2218 School
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Elementary. ,' :e a1 °� 650 5655 � �'
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ILL D . 6 Q M W 4162 _ 17 27 -•f 5239 32 2509 ,/ NORTH CAROLINA
p d W U U) o Barwell Rd. J i ...03
Co LLI(n Z v < Elementary / / r 151 .78 f 412 yl
Lu_ School /' ,5209 ryy 5262 25�8 PREPARED BY THE
0 0 0 J 5211•0, p3 ^ 1. 4 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
c� ¢ r $\ � $ °.070� 10 !r •¢. 5257 'T� ti� 31 1a5 OPERATIONS PROGRAM MANAGEMENT UNIT-MAPPING SECTION
oa 412g 4131 \ / IN COOPERATION WITH THE
(/ 5269 0ao W r, a~~o5209 5212 2555 rr l 06 I 5157 �� o �� ti413 N �8
U.S. DEPARTMENT OF TRANSPORTATION
o� 5268 5205 titi 5207 a r� ' '� I 4111 5270 '1s 3 22 .10 4129 i
2552 29 �8 C_ er os 12 4130 4129 2233
FEDERAL HIGHWAY ADMINISTRATION
5227 5207 05206 5223 �;� 4198 .52 5271
17 06 tia 4198 .08--- _ 5262 '
1
/ SCALE
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5256 5205 N `,+\ a
i
.06 2509
MILES
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10,000 FOOT GRID BASED ON NORTH CAROLINA PLANE COORDINATE SYSTEM
LAMBERT CONFORMAL CONIC PROJECTION
SHEET 9 OF 13
DIVISION 5 DISTRICT 1 WAKE COUNTY NORTH CAROLINA 1831