20241106_Mine_Maps

13 Na ,�F Q } a 150 ` C► x#, -1207
- MINE PERMIT ACREAGE
,
,
+
,
* Y �� ... .,..^ -----____� 040 041 042 043 r{ „ 9 0� ' . CATEGORY EXISTING PROPOSED TOTAL
o ❑ " ° w K_ r -. n 044 <4 Q MODIFICATION ACREAGE
n.:
_ � ' .... • � � ACREAGE
d
TAILINGS / SETTLING PONDS 0.90 Ac 0.00 Ac 0.90 Ac
- •, 045 pr. STOCKPILES 19,40 Ac 0.00 Ac 19.40 Ac
Z�,y � © d � lz:� 2150 _ �--1��0� CONCRETE PLANT F �.-
___ WASTE PILES 56.50 Ac 1.21 Ac 55.29 Ac
D / _
�'-, ourFAu_ - _----__ ( .'i PROCESSING AREA HAUL ROADS 25,90 Ac 1.21 Ac 27.11 c� aAC
50. � � - i �,, _;p �•.° � © i" ,,.,.._.1 +, .� �..•_• A,., � ��` � CONCRETE PLANT
Y --
{+.:, � 4,5 (���''�r `��<�� SKB CRM-, _
- \ ❑ o �, o a k : � �0�� �2072! i °o ,� p MINE EXCAVATION 143.10 Ac 0.00 Ac 143.10 Ac
001 OTHER 27.40 Ac 0.00 Ac 27.40 Ac a
�
,.
V ,r \ ❑ } 1 i 1 037 t \ �4 i O -Q130.0
V
f( 0$2.o R ❑ © ` 's '-cEiY 'r �� ? // ` TOTAL AFFECTED ACREAGE 273.20 Ac 0.00 Ac 273.82 Ac E
/ rQ 41 a -j. 3� g� -R072.1 OUTFALL / 4 p O
n v✓ r(
f o t CEUEM 0 TOTAL PERMITTED 300.70 Ac 10.36 Ac 311.06 Ac
5.8
I ..---
-- }�079.3 { � ' CEYEIERY O f _, .� 210 _ S
� ❑P +` ,{g N ,. OUTFACE 0
2700 - Q r �jj ,.,VS
/
sPAR ELID 2,�a., .,` +� � / a ❑� � O
0
_
0 1. THIS DOCUMENT WAS PREPARED BY PHILIP R. BAILEY, E.
00
�.. QI -. Y P
��• 7.'_ 0
-21 \ ❑ .` �' �' a 'mm - 077.5 f fl 2. TOPOGRAPHIC DATA IS AERIAL MAPPING PREPARED BY TUCK MAPPING
o a d ooQ
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_ Q a� ,, ,. � a n °1•' o� r, ,� � -� ,_._ ,. SOLUTIONS, DATED 1-28-2023.
r--�rf 7r 0 0 �V / j 107-ALLCQIEIBY
(] � � I 107-008
0 31 � � o z�--100 o __ O o a , �14 .31� '1, 2 , 3. EROSION CONTROL MEASURES SHOWN IN DARK GREEN WERE
C o o yy1 PREVIOUSLY APPROVED.
50'UNDISTURBED BUFFER �14 ( T r O6 .1 2125 U -2121.E
BOTH SIDES OF STREAM ✓ �� f f2136.4 -- -" 2125
-- 1 1•. u e $13s.7 f ouTFaLL /�J
-.•. 125i 7 ,07 002
f � 1
4. FEMA 100 YR FLOOD FRINGE AND
FLOODWAY
AREAS FEMA MAPPING AND ARE APPROXIMATE. THIS INFORMATION SHOULD
.-
- ~ UNDISTURBED BUFFER_ p ONLY BE USED TO IDENTIFY POTENTIAL AREAS OF FLOODING AS
00 9 6 - - --- _
h
^'a6 r--
�-�'�^-••-r_ "' - - �, BOTH SIDES OF STREAM --
-- -
_..T•• •` "~ �, �'' � �.`� � � ��, ourFALL - -.� . _ - -�O - RELATED TO F.LR.M. MAPPING AND THE LOCATION OF OCCUPIED
t� v
• y_ -2.3 �,.�:. ' • ,,,✓` 2725 ��' _ "- -_�_ A � � N t, �. 107 3 .-....., ,,.,,.....,,,,., .....,... �. /.
f
STRUCTURES IN THESE AREAS.
ii
/OUTFALL �. SO OUTFALL �,- .,.., © {. , raj
107-012
-9089.
,-2100 too.4 ,�;•� -P 14.9 -~-�� ry . _ -- __----�' -- '�`~ .,, �`'�"�°�..'�`` 5. UPDATES TO THE MINE MAP INCLUDE AN EXPANSION OF THE PIT LIMITS
�- ✓. �-
❑a 1o7-oosu., 2075 TO THE WEST, NEW AERIAL TOPOGRAPY, UPDATED FEMA
�.......�.,....
- 1
❑ Parcel Being Added ?oo ,y, -- _ a� .,, ,, `"`'"- �e. = -4-• FLOODPLAIN LOCATIONS LOCATION OF BASINS AND OUTFALLS AND
{ to the Permit Bound _ = �` 5 ourFALL 21 ?J y , ,
0 222s00i \ 003
_._ 4 r
,
-_ s y'' / NOTES CONCERNING NEARBY STRUCTURES AND WELLS.
r
2075
-Q251. �._ / y,.--_._... - - 2050 ` 0 f2120.3 i
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- 2 LEGEND
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`- ti 25 UNDISTURBED BUFFER , t
2s'UNDISTURBED BUFFER 1950 _•. :.---'"`• j -.. Ia ) ' - �93a., ``�'� s _ _ _ _.._ � EXISTING PERMIT BOUNDARY
SURVEYED 30'ROW
FEMA 100 YEAR FLOOD FRINGE
f f� C�j1925 rf {}851 5 '
75
1$ FEMA 100-YEAR FLOODWAY
004
yt; s UNEXCAVATED BUFFER
/v� EXISTING QUARRY LIMIT o
2175 n m 00\ �� o © 11 0�
N
I fI o N � PROPOSED QUARRY LIMIT u
788.9
0 0 ,�` ,� f I" +851.4 f ; I `\\ \i N �Y au
220
028 0 ~` - ��C14 } e p _ 1 '/ ;I( AFFECTED / DISTURBED AREAS r
-P259.9 \., ( Q Dc � 4 } f' `, tA
v
Q 7,9 �,_. h `` f t 1 �, EXISTING INDEX CONTOUR v
9097.6 EXISTING INTERVAL CONTOUR N
----_-_
SPOT ELEVATION Ln
to
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1\\ -1848.3 h f �O
P w/�T
}
-Q316.6 O l 107 v
q
897. 4 a w o 3 PAVED ROAD
1
_ � j :• }' � 1� ''� UNPAVED ROA
9323.$ 8$ PROPOSED SOUTH ACCESS ROAD ., �}<.930.8 %' S ' N 0 f {
o W ` To QUARRY ROAD . / �/ r BUI I LDI NG Z
(`� / d J
41 s� CURRENT 56.50 ACRE OVERBURDEN STORAGE AREA IS WITHIN THE o ' --,_ ?s PERMITTED MINE
�� , C T !PER n o ? �� "1`_, EXCAVATION AREA.TI-IE PROPO)SED HAUL ROAD WILL BE CONSTRUCTED IN AN AREA i/d \ N
HATCHED PROPERTY OWNED BY VMC,BUT NOT WITHIN STATE MINE PERMIT BOUNDARY O 2 6 - ?7S 225o THAT IS ALREADY PERMITTED IFOR DISTURBANCE AS OVERBURDEN STORAGE AND FUTURE 7 , d 3 F E N CE 5
LJ❑ 5 MINE EXCAVATION PIT.THE ACCESS ROAD CONSTRUCTION COVERS 1.2 ACRES,OF WHICH / 1 y
Y,,._x_. _.....� ,,..+ �....:a ? '';. •^'-. . 2275 0.4 ACRE HAVE ALREADY BEEN DISTURBED WHEN PLACING OVERBURDEN, LEAVING 0.8 A2141.8t1`V .S
ACRE OF NEW DISTURBANCE WITHIN AN AREA ALREADY PERMITTED FOR DISTURBANCE. 175.9 TREES
4 J
t� -. p _ .,. } "� . ;..,- _�• / 1 6 �V ♦2085.3 1 OD i 0
EXISTING QUARRY ROAD R TI•ERSECTION WITH QUEENS ROAD 0• 11 A ` ti / O }, POLE
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y,
2a© ?J .APPROVED
�� SEDIMENT BASIN
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asap !'S HATCHED PROPERTY OWNED BY VMC,BUT NOT WITHII�I STATE MINE PERMIT BOUNDARY � 0 2 2 � �" 22p
U 1 r � - -r 1 APPROVED RD
0 � � , ,�_. � �..,�.,` ��� �, -� fr o �;� ' ROCK DAM SEDIMENT BASIN y
n w.,1 ~� 2275 f ss949n: N 3
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001 CITADEL MANAGEMENT LLC PO BOX 2307,SHELBY,NC,28151
f ❑ ❑� E
Q 002 FIRC RESIDENCES OF
(� ❑ Q {2225.4 �.C7 fi�G {} Q O o - - ASHEVILLE LLC 46 HAYWOOD ST STE 340,ASHEVILLE, NC,28801
l Lam] y 2175
85.3 o ❑ v 2225 _ O 003 MONTECITO NORTHVIEW LLC 495 E RINCON ST STE 201,CORONA,CA, 92879
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£7 fl o '❑ �' E:ja o 004 SRC CANDLER LLC PO BOX 280,GASTONIA,NC,28053
❑YO ❑ 005 BUNCOMBE COUNTY BOARD OF EDUCATION 175 BINGHIAM RD ASHEVILLE NC 28806
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," - ', '• - 21� ^25�t Q ---' O ;.a � � 006 FIRST CHRISTIAN CHURCHOF ASHEVILLE C/O LOU MCAFOOS,ASHEVILLE,NC,28806
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❑ a F `' �� _ 007 TRIANA JUAN,TRIANA CARLOS 480 ENKA LAKE RD, CANDLER,NC,28715
008 RUSH JOYCE
o =r RUSH LONNIE 488 ENKA LAKE RD,CANDLER,NC,28715 �!
W LP21� - o ? O 009 RUSH JOYCE, RUSH LONNIE 488 ENKA LAKE RD, CANDLER,NC,28715
C
o O ' ' 0 ��088.9 - �, ❑ 010 ANDERSON GARYW,ANDERSON JENNIFER K 28 IRONWOOD CT,CANDLER,NC,28715
r1 212S x Oz. a--- 0 o u, 011 JACOB SHARON29 IRONWOOD CT,CANDLER,NC,28715
❑ h .- 012 S°'� .,al �-, j'� , ,- ❑ ._,� ,. MITH LINDA,SMITH ARVESTIA 72 ENKA LAKE TRL CANDLER NC 28715
CJ C ' M 2125 2s 013 C----...% ,4, �`., �,/ Q `ti, ..., � RAWFORD JR RICHARD L 188 QUEEN RD CANDLER NC 28715
c�
014 ANDERSON KELLY 80 QUEEN TER CANDLER NC 28715 G r 24.9 0 ❑ ? C� �J t isl4., 2100 ,4. G� r
a a . � oo rN © aNAO
N a G� a J \ \ 's Q 015 WARREN JUDY 65 QUEEN TER,CANDLER,NC,28715
o n Q`U 016 LIFE GARY
„` ? 0 ❑ 3.1 t o IJ -7 a-- 524 BROWN RD,CANDLER,NC,28715
v
_ „.•�--,�^` "' � u ,��. 20�`' a � � fl 017 TUCKER SONYA 40 QUEEN TER,CANDLER,NC,28715 N
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o , °. 018 BURLESON TRACY 25 QUEEN TER,CANDLER,NC,28715 �a
� _„- ,�' --- y�" 'z...;; 019 OROPEZA JOSE,VASQUEZ OLEGARIA EDELMIRA REYNOSO 2 QUEEN TER,CANDLER,NC 28715 L
'o 2t 020 RIDDLE CHARLES 75 EASTO`VER DR,
NC,28806
0 -9073. 1 B 021 BAILEY BOBBY, BAILEY DOROTHY 117 QUEEN RD,CANDLER, NC,28715
,� �❑ t 50 022 BAILEY BOBBY, BAILEY DOROTHY 117 QUEEN RD,CANDLER, NC,28715
0 023 ITIDEWATER QUARRIES INC C/O INDIRECT TAX DEPARTMENT,VESTAVIA,AL,35242 920
M 150 �g0 O 024 VULCAN LANDS INC
1200 URBAN CENTER DR,VESTAVIA,AL,35242
" 039 �, o � 025 VULCAN LANDS INC 1200 URBAN CENTER DR,VESTAVIA,AL,35242
�' ° ❑ % --___ 040 041 042 O 1211 QQ� 026 VULCAN LANDS INC 1200 URBAN CENTER DR,VESTAVIA,AL,35242
'----�' ❑ „+` M� _ 043 04 027 WARREN FLORENCE 108 CRAIGWOOD DR,BLYTHEWOOD,SC,29016
_,._ © a © �� �i,--, 028 WARREN FLORENCE
Cb 108 CRAIGWOOD DR,BLYTHEWOOD,SC,29016
0 1 1 �n� © ©o �a _ ` �-.- 029 NEWELL DAWN,SEMMA BRADLEY 64 MALLOINEE DR,CANDLER, NC,28715
�}2085.
U4.5 -- -" '} 030 BEVERLYKENNETH,BECKNER SYDNEY 25 MALLOINEE DR,CANDLER, NC,28715
moo .;: o �, o -. f C� �1�❑ ��^M1 w "l - 031 HOMINYCREEK NC OWNER LLC 350 SEACOAST PKWY,MT PLEASANT,SC,29464
032 QUINN MELISSA A,GRALINSKI ZACHARY M 31 TOMS IUD CANDLER NC 28715
o' j1 d ;ram - 0 ^•j 033 DEBRUHL SANDRA PO BOX 21121 CANDLER NC 28715
i 1 �L/.: d c� © OO _. ,J 034 ONE HILLTOP LLC 1 PAGE AVE STE 200,ASHEVILLE,NC,28801
_
=•r G= �J c� o o Qa - 035 GIESE JENNY LYNN C/O JENNY LYNN LINDBERG,ASHEVILLE NC 28801
°
C u037 OQ 1,° / ,_s
( '� �� �o z i ' AI ° / Q 036 A P A C CAROLINA INC C/O APAC ATLANTIC,LEXINGTON,KY,40555
0 \❑ x O n _ \ _ 037 JONES WILSON,JONES DEBRA 6 CREASMAN PL,ASHEVILLE,NC,28806
--- 0 CEM rJ .`: /�i'� 2,7� _ - C?. 038 BURR LORRI
Y
082.0 0 „ p fJ S CEMETERY PO BOX 26i68,CANDLER, NC,28715
-12072.1
_.. ❑ ❑ r=° o=+; ` 039 WINDAADE LLC PO BOX 54474,ASHEVILLE,NC,28813 y
5.8 , o r' oY 040 COLE AA CANDLER NC LLC VEREIT REAL ESTATE,L.P.,SAN DIEGO,CA 92130
079.3 , � t � �' �._ � 0 � � �. �''� CEMETERY $12
�o C? 041 QUALITY OIL COMPANY LLC 1540 SILAS CREEK PKWY,WINSTON SALEM,NC,27127
�°
uy ` - 042 TELCO COMMUNITYCREDIT UNION 1137 SMOKEYPARK HWY CANDLER N
21op '"`f to, 7 f' �y---`'�----21 � ,_. __". C,28715 �
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PARCEL ID aC0Q 1 o n `\ 1z, ;z 12137.s ...., 1
044 CMH HOMES INC 5000 CLAY'TON RD,MARYVILLE,TN,37804 E
v ❑ p _ U1 y- (�. °'✓ L- 045 CMH HOMES INC 5000 CLAYTON RD,MARWILLE,TN,37804
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DEAD WALL, INFORMATION
085. O EXISTING PAVED OfT'3. --- �- a + THEE WILL BE
of SUPPORT
NAL SLOPES
Jam.-�°' �y., _
o '. 'fG,f © ] FOR UNCONSOLIDATED MATERIAL.
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"" -
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107-011 107-012 \
o s '/ `.".�." �'�'=,-210o too.4 it4. L -.' t, r `.•., ``'�
L 7 it \_f Y.-- 0 'r 071--005w 2075
.- \ 25
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2225 e200.4
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/ SAFETY BENCH
207975
Ex FUND
/ cy 50 1975 �077.0 t
' 25 UNDISTURBED BUFFER „w � . /� � GR
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f ,
00
_. 20 TYP
25 UNDISTURBED BUFFER � ! � �..,..----195 _ _ �.-,.`�.,.�` ', � �9 8r� 1 � 1 >^s f' ,,` QUARRY TO BE
SURVEYED 30 ROW r-...- :_._ \ A �� / FILLED WITH
ti
WATER
,._.i
4�
RECLAMATION
o -` 233.7 FENCE
12 TYP
1 ,
<ti
r
PIT TO BE 'I � n j �' f � so' rrP -
I q 4 RECLAIMED ;; �.. g N a ' {` o
AS A LAKE I 2/00 z
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TYPICAL RECLAMATION
o � ,. � o ??�,�`�,` �`�',....--22 -_---`--, , � �� �' � a�`I " ><% � ;,'• �� I� �` ., \ f�.._...--�, PIT C R 0 S S S ECTI 0 N
rr-_-. C ❑ S© 275 ._. "�,. .. 02.9, $141.$ t ° / L
,`'"-".. $175.9
„ ❑ EXISTING PAVED { ` - 1\,.. - a! O - ' \ .•'� A/� ''ee, o
_ w
w <" l _S -F2085.3 r' D
& GRAVEL ROADS �`.,� ��1I,,
REMAINTO GFc -n /' ZG!
O FOR GATE ruRp� r �E} 13A.. SEAL
5� �
CONTROLLED a p �c , 021248
." _
' SITE ACCESS `� ws - ,. .`.' ?r = _ oa h� 1'' o '' �` 'a .4:=�`:
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EARTH OR 80ULOERS c
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q
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/ ry w 182.4
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1/ �,,r,....•-' ;. ��.r� SHEET NUMBER
s�2250 -21 - x+4 l
�4
!-y/ jl.°,.vv a J�� � Q � ' O !' � ..1 ?QO it h� p.,l•+" V t•
� 7
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7
(� �� 21
�° v�5'`� 1,.-'' J 2�°� o Q `\� �,. . SCALE 1" = 300'

t. O �
ti
PROJECT NOTES: �~ _
ACCESS ROAD TO THE SOUTH IS IN RESPONSE TO TO HURRICANE HELENE DAMAGE IN AND AROUND THE ~�a 'v
1. THIS NEW
QUARRY. CRUSHED STONE AND SOIL OVERBURDEN ARE NEEDED FROM THE SITE BY THE COMMUNITY FOR MUCH
NEEDED REPAIRS. DAMAGE WITHIN THE QUARRY SITE HAS BOTTLENECKED ALL TRAFFIC TO A SINGLE LANE CREEK 7 \
CROSSING. THE ADDITION OF THIS SOUTHERN ACCESS ROAD
WILL ALLOW COMMUNITY TRAFFIC HAULING SOILS TO
ENTER AND EXIT THE SITE WITHOUT CROSSING THE SINGLE LANE CREEK CROSSING.
2. ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES ARE ALREADY IN PLACE FOR THE PROPOSED ADDITIONAL `' t
LAND DISTURBANCE HOWEVER, A 3 HIGH ROCK CHECK DAM WIL
L BE INSTALLED JUST DOWNSTREAM
OF THE PIPE
OUTLET RIP APRON PRIOR TO COMMENCING PROJECT EARTHWORK.
- ~ -
3'HIGH TEMPORARY
ROCK CHECK DAM —
� a
OUTLET PROTECTION '' -~_.., ,.
3. SILT FENCE WILL BE UTILIZED DURING CONSTRUCTION,IF IT IS NEEDED BASED ON FIELD CONDITIONS. I \ PIPE OU \ / `��• IE
PROPOSED 24'WIDE ACCESS SURFACE ROAD WILL BE STABILIZED WITH AGGREGATE BASE COURSE STONE ,,,,�•,� �-
ACCESS ROAD. _..
VULCAN PLANS TO UTILIZE THE SITE WATER TRUCK FOR DUST SUPPRESSION ALONG THE PROPOSED °
THE DISTURBED EARTHEN SLOPES WILL BE VEGETATED IMMEDIATELY AFTER FINAL GRADES ARE ACHIEVED. .`
4.
THE GATE TO UEEN ROAD,WILL BE MAINTAINED ALONG THE THE ACCESS ROAD,PARTICULARLY FROM Q r
5. CLEAN STONE WI
TO PREVENT TRACK OUT ONTO THE STATE HIGHWAY. -` ' LEFT SIDE FILL INTERFACE CHANNELLE
Xx
J
v.
OPEN CUT CHANNEL � ;
_
TO DRAIN LOW GROUND
'-- � AT SLOPE OUTFACE f � Y '• y�
S
- HATCHED PROPERTY OWNED BY VMC,
BUT NOT WITHIN STATE MINE PERMIT BOUNDARY
_
PROPOSED 24" DOUBLE WALL
r--,\ / -�•1 /_ - CULVERT
HD PE C ERT -.
/ P
BUFFER WILL BE VEGETATED
and RE-ESTABLISHED ONCE GRADING
f o
-'� __- `� - • : / � � � ,- �: FOR THE ACCESS ROAD IS COMPLETE.
RIGHT SIDE FILL INTERFACE CHANNEL f.,
k kin
22
_ DISTURBANCE OVERBURDEN
.m. DISTURBED AREA WITHIN
STORAGE AREA. D STU ANCE OUTSIDE
--
� ', __. ;' ,.✓�` � ',• ,.,\ '. .. ���,,�-�. ��;� ,, �,; �--- <'�_ .- ���,• -.�_____....-_...__ PREVIOUSLY DISTURBED AREA IS 0.8 ACRE.
GATE TO PREVENT AFTER HOUR ACCESS � '�-�' '' ' `' — '' ... , ' BURIED 12" SLOPE DRAIN or }
�'" � 2 EEP RIP RAP V-DITCH _
.4
TO DRAIN VERTICAL SAG
EXISTING QUARRY ROAD CURVE AT STA 15+31.95 EACH SIDE OF ROAD
,
_--nL-- f
Y s
Y
LA
PERMITTED,LIMIT OF MINE EXCAVATION EXPANSION,FUTURE UTILIZATION.
PERMITTED LIMIT OF OVERBURDEN STORAGE AND CURRENT UTILIZATION. 0► 50 100 150 N
Ln
HATCHED PROPERTY OWNED BY VMC, ''
SCALE 1" 50'
BUT NOT WITHIN STATE MINE PERMIT BOUNDARY
\ Y
1,
,��tfflffll,,
Alignment — South Access Option No . 1 PROFILE -•,°oP•a�Ess� `'�'•-
SEAL
021248
M i • r
:•�
Station '•.°y;�FNC« � :��,:
0 15+00 16+00 17+00 18+00 19+00 20 00 �'••.,;P R. a���:''
9+00 10+00 11 +00 12+00 13+00 14+0 2600
dL1t �
260 i r� —Os —Ze, 4
PVI STA: 15+49.60
PVI STA: 10+40.00 PVI ELEV: 2264.04
PVI ELEV: 2299.71 K: 11.76
K: 6.00 LVC: 200.00 W
N Z
u u U N 0 w
L C: 30.( 0
O LOW PT. STA: 15+31.95 m m m P N o
a o p LOW PT ELEV: 2268.16 ! a a o a Y
O �Cl 0� + N w
+ Ln
� + � + N � N 2500 z Z `"
ro N N o 0 0
O O N T .. �j -__- Y J Z
w U .-- ---...__-.. 3 w F a w N
Lij
2500— _ > m
> m > W m w
w
24' WIDE ROAD -
O 00 S SAFETY BERM Q
o co z
o Ln J
N 00
2400 � z
240 _ - Q Q I' DITCH U z CL
CL
� � p q
�Cl) � 5' SHOULDER
w rr
wN � 0 U rr
o' m Q z LL
m in
w u
NOTES: � �
o Q w AD WILL BE SURFACED WITH A MINIMUM OF 6" OF'AGGREGATE BASE COURSE STONE. Imo- 0 W
� ry w 1. ACCESS RO
2. ALL DISTURBED EARTHEN CUT SLOPES AND FILLED AREAS WILL BE VEGETATED IMMEDIATELY Y
2300 AFTER FINAL GRADES ARE ACHIEVED. W p Q
2300 STA-10+20
0%
—.
EXISTING QUEEN ROAD and; —7.00% 10.00%
m n �
QUARRY ROAD
INTERSECTION _ 0
STA If450
TIE TO EXISTING QUARRY ROAD ` z
m
SCALE V =50'
2200
220 15+00 16+00 17+00 18+00 19+00 20+ 00 TYPICAL SECTION.
9+00 10+00 11 +00 12+00 13+00 14+00
SCALE 1" = 10' SHEET NUMBER
40F6

Hydrograph Report Culvert Report Hydrograph Report Channel Report Hydrograph Re Report p Channel Report
Hydraflow Hydrographs Extension for Autodesk®Civil3DO by Autodesk,Inc.v2024 Friday,N/1/2024 Hydraflow Express Extension for AutodeskrD Civil 3De by Autodesk,Inc. Monday,Nov 4 2024 Hydraflow Hydrographs Extension for Autodesk®Civil 3DO by Autodesk,Inc.v2024 Friday,11/1/2024 Hydraflae
Hyd. No. 1 Express Ex ension for Autodesk®Civ l 3DE by Autodesk,Inc. Monday,Nov 4 2024 Hydraflow Hydrographs Extension for Autodesk®Civil 3DO by Autodesk,Inc.v2024
Circular Culvert
Friday,11/1/2024 Hydraflow Express Extension for Autodesk@ Civil 3DC by Autodesk,Inc. Monday,Now 4 2024
Hyd. No. 1 Right Side Fill Intreface Channel Hyd. No. 1
Access Road Culvert Right Side Fill Interface Channel Left Side Fill Intreface Channel
Hydrograph type = SCS Runoff Peak discharge = 21.18 cfs Invert Elev Dn(ft) = 2236.00 Calculations Left Side Fill Interface Channel
Storm frequency = 25 yrs Time to peak = 12.13 hrs Pipe Length(ft) = 240.00 Qmin(cfs) = 15.00 Hydrograph type = SCS Runoff Peak discharge = 5.710 cfs Triangular Highlighted
Time interval = 2 min Hyd.volume = 82,245 cult Slope(%) = 1.67 Qmax(cfs) = 25.00 Storm frequency = 25 yrs Time to peak = 12.07 hrs Side Slopes(z:1) = 2.00,2.00 Depth(ft) = 1.00 Hydrograph type = SCS Runoff Peak discharge = 5.956 cfs Triangular Highlighted
Drainage area = 17.500 ac Curve number = 60 Invert Elev Up(ft) = 2240.00 Tailwater Elev(ft) = (dc+D)/2 Time interval = 2 min Hyd.volume = 16,522 cult Total Depth(ft) = 2.00 Q(cfs) = 8.403 Storm frequency = 25 yrs Time to peak = 12.03 hrs Side Slopes(z:1) = 2.00,2.00 Depth(ft) = 0.80
Basin Slope = 10.4% Hydraulic length = 1295 ft Drainage ( q ) Total DepthRise (ft) = 2.00 Q(cfs) = 10.03
Te method = LAG Shape = Circular Basin Sloe = 8.6°6 Invert Elev(ft) = 2273.00 Drainage area = 2.380 a Curve number = 67 Area(sgft) = 1.28
Time of conc.(Tc) = 21.02 min Highlighted p Hydraulic length = 960 ft Velocity(ft/s) = 4.20 9
Total precip- = 4.95 in Distribution = Type 11 Span(in) = 24.0 QtotaI(cfs) = 22.00 Te method = LAG Time of conc.(Tc) = 15.16 min Slope(%) = 14.23 Wetted Perim(ft) = 4.47 Basin Slope = 10.0% Hydraulic length = 628 ft Invert Elev(ft) = 2260.00 Velocity(ft/s) = 7.83
Storm duration = 24 hrs Shape factor = 484 No. Barrels = 1 Total precip. = 4.95 in Distribution = Type 11 N-Value = 0.078 Crit Depth,Yc ft = 1.02 Tc method = LAG Time of conc.(Tc) = 10.02 min Slope(%) = 66.60 Wetted Perim(ft) = 3.58
n-Value = 0.012 Qpipe(cfs) = 22.00 p p yp ( )
Qoverto cfs = 0.00 Storm duration = 24 hrs Shape factor = 484 Top Width ft = 4.00 Total precip. = 4.95 in N-Value = 0.078
Distribution = Type II Crit Depth,Yc(ft) = 1.10 C
p Calculations EGL(ft) = 1 Width
.27 Storm duration = 24 hrs Shape factor = 484 Top dth(ft) = 3.20
Culvert Type = Circular Culvert Veloc Dn(ft/s) = 7. a
Culvert Entrance = Smooth tapered inlet throat Veloc Up(ftls) = 7.84 84 Compute by: Q vs Depth Calculations EGL(ft) = 1-75=
Coeff.K,M,c,Y,k = 0.534,0.555,0.0196,0.9,0.2 HGL Dn(ft) = 2237-84 No. Increments 10 Compute by: Q vs Depth
No. Increments = 10 HGL Up(ft) = 2241. O
Embankment Hw Elev(ft) = 2242.7474
Q(cfs Access Road Culvert Top Elevation(ft) = 2268.00 1(ft) = 1.37 Riglht Side Fill Interface Channel
Hyd.No.1 25 Year Q(cfs) Top Width(ft) = 50.00 Flow Regime = Inlet Control )
Q(cfs Q(off Left Side Fill Interface Channel &do
Hyd.No.1--25 Year ) Q(cfs) C](cfs
24.00 24 DO Crest Width(ft) = 50.00 Hyd.No.1--25 Year )
Elev(ft) s.00
Hw Depth ft s.00
Profile p ( ) s.00 -T
Elev(ft) 6.00 _
20.00 2272.00 sz.00 Section Deipth(ft) Elev ft
20.0D 5.00 22 Elev
3.00 ( ) Section Depth(ft)
5.00 2263.00 �
2266.00 5.00
5.00 3.00
16.00 26.00
16.00 2275.50 2.50
4.00 4.00 2262.50
4.00 2.50
2260.00 20 M 4.D0
12.00 iT 12.00 2275.00 2.©0
",
22 2.0 2.000 =<- -==a
2254.00 3.00
E banlaTlerrt 14.00 3.00 3.00 3.00
2274.50 1.50
8.00
2261.50 Z-- 1.50
2248.00 2.00 2.00
8.00
2274.00 2.0D 2.00
1.00
4.00 2261.00 1.00
4.00 2242.00
2.00 1.00
1.00 2273.50
HGL n 0.50 1.00
1.00 2260.50 -
0.50
000 v, a00 2236.00 -400 0 00 1 1 F 2273.00 O.D)0 "
0 2 4 6 8 10 12 14 16 18 20 22 24 ww^ 26 0.00 0.00 000 226D.00 0.00
0 2 4 6 8 10 12 14 16 18 20 22 24 26 0 2 4 6 8 10 12 14 16 18 20 22 24 26
Tirrne(hrs) Time(hrs)
-Hyd No.1 Hyd No.1 Time(hrs)
2230.00 10.00 2272.50 _d Hyd No.1
0.0 50.0 100.0 150.0 2000. 2500 300.0 350.0 400.0 450.0 2259.50 -0.50
0 1 2 3 4 5 6 7 8 9 10
Reach(ft) 0 1 2 3 4 5 6 7 8 9 10
Reach(ft)
Reach(ft)
0e x �y
D .
o
ACCESS ROAD CULVERT DESIGN
\ y 7-0
1 `�
r
tt. LEFT SIDE CHANNEL DESIGN
A \,
\t t
4 2 HYDROLOGIC SOIL GROUP - B o
l rrr � e•..
.,W l�,' 1,�,her' ' HYDROLOGIC SOIL GROUP - B
RCN -67 -�
CN 7
RIGHT SIDE CHANNEL DESIGN
,�x �.
O D O D O ( // , Q . ,: y/
+ - J o o o A off`'_, a (
.dP
e4,
I ,
Ott„ -
r ram, -:.�-;: ,_., -. _�. _��-azcs ✓r �� '.�,�' l� O
..� � '.. A -� -7�/ V1
r- I .-. -- I `'-=- Q
_
-.-. _ c�.yt✓ 1. U `�.. .,,:"+. /, .•y,. a. to
TRAVEL LENGTH = 960 FT z o
AVERAGE SLOPE - 8.64% �t
TRAVEL LENGTH = 628 FT
,.
� TOC = 15.2 MINUTES `h �<^ �F>
AVERAGE SLOPE - 10.03%
��-- HYDROLOGIC SOIL GROUP - B �� �� �'`'�.
O t _ TOC = 10.0 MINUTES
= � RCN =60
�.
u
71-7
� , � _ DRAINAGE AREA
2.39 ACRES
TRAVEL LENGTH = 1,295 FT , ��, 3 �,
f\ 0 - , AVERAGE SLOPE - 10.42% DRAINAGE AREA C ��.•
o
TOC =21 MINUTES
( �� 2.64 ACRES •
..
1
SEAT.
021248
R.
1_
DRAINAGE AREA FOR CULVERT G `� J-oS-'2c� � N
o > > > Ln s
f.. 17.5 ACRES N
W
l�
o�w o
LLI
N = Q a J N
tS1 '
w � _
' o �
r rr
_ d ,
35All
0
-
\� ,
cc
M1
Q C Cn
w
-1
I- U
w C)
r
_ l�
:i
_ ' CO
LLJ w =
J
O O
co
HYDROLOGIC ANALYSIS for HYDROLOGIC ANALYSIS for � `� � �
HYD \( o m
^ ACCESS ROAD CULVERT �; � � � �
ROLOGIC ANALYSIS for �1
RIGHT SIDE FILL INTERFACE C L
„ - LEFT SIDE FILL INTERFACE CHANNEL
/
` Scale 1" = 100' Scale 1 - 100 r
Scale I" = 100'
SHEET NUMBER
^
I _
r
5OF6
/

Appendices
C
a
E
Outlet W Do + La
pipe 90'
diameter(Do) }
80
.�
Ld
T ilwater 0.51)o � : I, I
�1�
NCCDOT
Compacted ABC
-1� �.
a
AM `I I' }- - ,, � � ,°'
men I' I 4- �+' STONE
J
5a ,� .
I it4 I -
4 - � �
c i ,la + . F �,, 24„
_ 4
20 t5 a ' DOUBLE WALL Midpoint
it l ! ; �, 1} F { 3 CORRUGATED of Pipe
Minimum Apron. Length 14' = � '°
1
EI tl I } .�- a HDPE PIPE
10
M11
O C- f 2 N
CA
CL
- . 0 NCDOT
-0 NO. 57 r
",'�s Minimum 6" o NO. 67
o ,J L I , f ;I 1► 4 6" RipRap Minimum STONE
p Bedding
s
I
Minim
0
um Trench Width 6
3 5 10 20 50 100 200 500 1000
v Discharge(0/spec)
N
N
Curves may not be extrapolated.Figure 8.06a Design of outlet protection protection from a round pipe flowing full,minimum tailwater condition(T„,<0.5 diameter). TYPICAL
PICAL PIPE INSTALLATION DETAIL -6
m
All work shall be completed in accordance with
NCDOT standards and specifications.
a
t
3
0
N
Q
Rev.1.2/93 8.06.3
N
O
N
Ln
O
Alignment — Access Road Culvert Cross Section PROFILE
Station
—0 20 0+00 0+ 20 0+ 40 0+60 0+80 1 +00 1 + 20 1 + 40 1 +60 1 +80 2+00 2+ 20 2+ 410 2+60 2+80 3+00 3+20 3+40
234 2340
I
ti»
232 2320 ro
N Z y
u v U N O W
> > > p N r_
m m m N 7
n d d Q N
Ln
Y
C
W
230 __- -_____ 2300 ::
0 0
Z Z W O .�-
�, 3 W U J Z
N W
IiJ 2 Q J
N
0 U 0 LA U- N
I
PROPOSED GRADE
228 __ 2280
M Q Z J
N U H o J Q
H
___ __ 2260 � o
O N EXISTING;GROUND w Q
0 CC
W > w W
Fn �,J/ > w
224 - 1.4
_ - -- ___ _ 2240 0 U D
rr
z E v
24" DOUBLE WALL HDPE CULVER' I— 0 Q
20' LONG x IS WIDE x 2' HICK o Q Z
2 2 2 - CLASS I RIP RAP
240 LF at I.67/o
-- -- _ _.
UNDERLAIN WITH S]EP RATION FA RIC 0 W p - U)
rrirrnrrr�� � W
• W
�•`OQ;..oFEssi��`i2% m n U
2 2 0 .�'•aQ
2200 = SEAL •;p ' 0
021248 U
f001i r Ly'4� V)
218 , SCALE'1°=20' 2180
-0+ 20 0+00 0+20 0+ 40 0+60 0+80 1 +00 1 + 20 1 + 40 1 +60 1 + 80 2+00 2+20 2+40 2+60 2+80 3+00 3+ 20 3+40 11 "z© 4
SHEET NUMBER
60F6