92-02 Modification Mine Maps 2020

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111110mlianson
HEIDELBERGCEM ENT Group
HANSON AGGREGATES
SOUTHEAST , LLC
SOUTH
REGION
3825 Barrett Dr.
Suite 300
Raleigh , NC 27609
Phone (919 ) 380=2746
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RALEIGH QUARRY
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10501 Ca "to l Blvd . n
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owimam
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SHEET INDEX
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LAND QUAL,ry
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0.0 Cover MININGpaor TyM
M&EC-1 Mine Plan
M&EC-2 Enlarged Mine Plan
U M&EC-3 Existing Conditions Plan MINING PERMIT N ® ■ 92=02
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M&EC-4 Erosion Control Plan ■
X-5 Details ►X-6 Details PERMIT MODIFICATION
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RP-1 Reclamation Plan
LAT® 35.9244' N
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LONG: -78.5540° W
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REVISED OCTOBER. 202a
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N/F
A SCALA ASSOC LLC LEGEND: LEGEND:
847 WAKE FOREST -r
BUSINESS PARK,STE WF N/F N/F Permit Boundary -- - ----- chain Link Fence
101 LA SCALA ASSOC LLC LIVING WORD FAMILY N/F N/F CAPITAL CITY STOW-N-GO LLC N/F ~
WAKE FOREST,N 847 WAKE FOREST BUSINESS THtJA�4.PSON WAKE.FOREST CAPITAL CITY STOW-N-GO LLC 9Pi9�eCt41WCrERBUR1Y p9ID WAY FAMILY LLC 1 Adjacent Property Line ® Road Paved-Existing m
LAB ASSOC CHURCH IPC'
27587 PARK,STE 101 LLC p0 BOX 61129 PROPERTIES LLC 1016 CANTERBURY RD RALEIGH,NC 27607 7713 OAKMONT PL Internal Permit Boundary Road Paved-Future
WAKE FOREST,NC 27587 847 WAKE FOREST RALEIGH, 61 29 2600 OLD WAKE FOREST RD RALEIGH,INC 27607 RALEIGH,NC 27615 Property Line
BUSINESS PARK. Road Access
STE101 RALEIGH,NC 27609 Existing Pit ■
WAKE FOREST,NO
27587 r[�j .r Body of water ; a
■!■ BermFutu-Exiimits sting &f stabilized Settling Cell d p N O
at 1
X with vegetation. Temporary EC O d
___� � z, __ \ structure no longer required.red. Pi be R �p 2
ERIE Berm - To be removed Slope Drain N ��
Undisturbed Buffer �— Diversion Ditch M W C LU
U.S. 1 NORTHBOU - L-,.._ _ _.... ..._ - -- - --'_. -_. c 06s., _ e-.s" Level spreader =
New driveway pipe fo be ND
installed for new driveway _ N - y�< - } Temporary sediment Trap
(pipe to be sized and ���--_"-^-'� -� ireeli ne
_ -" _ - ..- Effective Floodway
r approved by NCDOT). US 1 SOUTHBOUND — - ,.�-� - _ - - - ■ se+ NPDES sample Location j
- %7 - Contour index
600: stormwater sample Location O
Contour Intermediate
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sediment Fence
Structure H
-:..�.% \+\\ Fa l y Trust % `� \ V
--S0`_ _ _ P BOX 9
ShrubsNA
Shbs to be planted S O.C.along f o _ � 6% ���. Af,�
Ne lolnf ProPertY line with Salmon .. - , !` i , , - f ?
property
Sal eff P& D ^% _ DURHAM, AKE
L 10 d rasa S Rd I NS A ON /O STEPHE S W
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0 New 30'wide doe ( - F a KE FORES 2 7 J m o m
rp PR PE ,,' � MS PRO RT E F UR M, 7
per. s` forcorc, plant — •• 66Z. 36 RIT tc
AL1L S lr L MEN
Visual Barrier Berm With g ¢ a v 3 � 65 sD W■IN
Leland Cypress And Bradford i _ _ '° ' E F ,
Pear Trees. See Page X-4 SifFe.
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Details. ror Fawre ccncrere Pmm j • . : / eEz (! J v\
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o NBUBB Baptist Gf1UfCh Inc. converted to stormwater ' . )._ Slope back berm at 3:1 slope. r E �-�, _-___I \, \
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THE NORTH CAROLINA FLO MAPPING PR 6 - - ® - --� —'•`- \ -- i' '
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- THAT NEAREST TO DISATTURBA E. IMITS
SHOWN DO NOT INDICE T AT ALL OFT ,„ A � Bed rtl AT Falls River Mas " _
-- � ST OF THE DESIGNATED LIMIT IS ., ` 4 '` / PPM Inc of Raleigh `���z,, , � "s - DRAWN: WR
WETLAND. E l ' - / 6739 Falls of Naluo RD
- arts =• 1, ,/ % Raleigh,NC 27 15 9
UCNUA CHECKED: WR
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/Dig� DATE: AUGUST 2020
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NOTES: ' REGION: SOUTH
\ , ' / 1. BASE TOPOGRAPHY(2-07)PREPARED BY: -' -' II
NORTH 2 r'" 8edfordA N —__ LOCATION: RALEIGH
W CONTINENTAL AERIAL SURVEYS, INC. -
PERMIT PERMIT PPM Inc of Ra
RALEIGH C/O '< ."' - 3356 REGAL DRIVE - - HAEJ2ALJ2P-1
CATEGORY --- - DWG FILE:
Y REAL E -`, a �' CURRENT MODIFIED ALCOA,TN 37701 6 Falls of Neuse RD '-
% / Ralegh,NC 27615 - �� _
[phone] ��
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GRAPHIC SCALE POgOCS D ! TAILING/SEDIMENT PONDS 13-5 3.5 ,\
200 0 100 200 400 RAL ,N 2760 �: - STOCKPILES 5.0 5.0 2. BOUNDARY INFORMATION FROM WAKE COUNTY TAX MAR -� ��� SCALE:
3. EXISTING MINING PERMIT NO.92-02 APPROXIMATE L S OF 100 Y OOD PLAIN. INFORMATION F `
HORIZONTAL:
WASTEPILES 41.9 4L9 THE NORTH CA LOOD MA NG PROGRAM WEBSITE. - = ZOOS
\ I / RALEIGH QUARRY
1 inch=200 ft. ✓ PROCESSING AREA/HAUL ROADS 26.4 26.4 10501 CAPITAL BLVD. VERTICAL:
WAKE FOREST INC 27587 m
�I rF Dv A v , MINE EXCAVATION 13Z4 137.4 [phone]
REV NO: DESCRIPTION OF REVISION: DATE: FF ;: ° / JIM SPRINKLE GENERAL MANAGER NC SALES AND OPERATIONS
•r OTHER AREAS PERMITTED FOR DISTURBANCE:
`; L,_ + ASPHALT PLANT,CONCRETE PLANT,ETC. 9.7 15.7 SHEET NO.:
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AR ,.., , T,. . ;, ,.'- ;,.. 4. THE INFORMATION SHOWN HAS BEEN COMPILED FROM PREVIOUSLY
O Q Y ', - 1 TOTAL PERMITTED TO BE AFFECTED 233.9 233.9 APPROVED PERMIT RENEWALS AND/OR MODIFICATIONS.
. REAL E ,� :/ � ` p
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I '+e- OTHER:BUFFERS,WETLANDS,ETC. 251.9 245 9 5. FOR MORE SPECIFIC DETAILS AND/OR CONSTRUCTION DIMENSIONS, M R EC-1
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P BOX Ya9.(1 �- x ' ° SERE PREVIOUSLY Ai7RRGVFAD:RFAhIS,.
OTAL MINE PERMITTED ACRES 485.76 485.76 L OF: �
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New driveway pipe to be
_ 0 -�_ LEGEND: LEGEND: J
/ installed for new driveway Permit Boundary Chain Link Fence
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! 1/ AdJdCQot Property Lint ROa51 Paved-Existing �q
!' (pipe to be sized and Internal Permit Boundary ® Road Paved-Future
Property Line
® Road access
approved by NCDOT). Existing Pit g q
Body of water > p V
--- '� ® Future Limits of Excavation on q •C !a C4
5ettlin Cell N N
Berm-Existing & stabilized � �+ o
with vegetation. Temporary EC T V M
structure no longer required. pip¢ Q p=
ocsa C W O t o
/ Berm - To be removed Slope Drain rC M WA
—� Diversion Ditch N 12 J
q R O WW'+u Undisturbed Buffer I Ep M N1 C f
..rsrm Level Spreader
Treeline . Temporary Sediment Trap
I Effective Floodway
Oxwosom NppES Sample Location {1
Contour Index
soon Stormwater Sample Location = 2
COBtOpr IntermQdiate 0 V
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the joint property line with Salmon
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ection And �,
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Install drivewaythrough berm . '� \ 0, 2 z
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converted to stormwater — Slope back berm at 3: 1 slope. \ W
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outfall from concrete plant QP� R_ `Y�
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/ ! T DRAWN: WR
CHECKED: WR
/ E vale to e u �
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"III Concrete Plant / Field Su yorusm' disa li e . J DATE: AUGUST 2020
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NORTH / m� LOCATION: RALEIGH
H ON ,L �
� � ,, � DWG FILE: HAEJiALJiP-t
GRAPHIC SCALE
SCALE:
/ _
50 0 25 50 100
�! �_ HORIZONTAL:= 200'
-- m VERTICAL:
1 inch=50 ft.
REV NO: DESCRIPTION OF REVISION: DATE: �q
33O SHEET NO..
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FOREST-A SCALA ASSOC LLC
847 WAKE
L CITY STOW-N-GO LLC
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N7 WAKE FOREST 2600 OLD WAKE FOREST RD RALEIGH,NO 27607
BUSINESS PARK, RALEIGH,NO 27661
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CATION: RALEIGH
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SCALA ASSOC LLC
847 WAKE FOREST
LEGEND: LEGEND: (j
BUSINESS PARR. 1rIE M6FNIF �� Permit Boundary chain Link Fence
101 LA SCALA ASSOC LLC LIVING WORD FAMILY N/F N/F CAPITAL CITY 3TOW-N-GO LLC
WAKE FOREST,N 847 WAKE FOREST BUSINESS N/F THOMPSON WAKE FOREST CAPITAL CITY STOW-N-GO LLC WAY FAMILY LLC I Adjacent Property Line Road Paved-Existing t•y
LAscALAAssoc CHURCH INC 1016 CANTERBURY RD
27587 PARK,STE 101 LLC PROPERTIES LLC 1016 CANTERBURY RD 7713 OAKMONT PL
PO BOX 61129 RALEIGH,NC 27607 Internal Permit Boundary
WAKE FOREST,NC 27587 eBU WAKE FOREST 2600 OLD WAKE FOREST RD ! RALEIGH,NC 27607 RALEIGH,NC 27615 Property Line ® Road Paved-Future
BUSINESS 1 PARK, RALEIGH,.NC 27661 P y
sFO ES RALEIGH, NC 27609 ! Road access o
_e WAKE FOREst,NO li Existing Pit iir�-,y .+ .F, B y 0 water y
Future Limits of Excavation -
Settling cell m N
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structure no longer required. P
rm-Existing &
w9 th e9 Pi Q �O Z t�1
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stabilized
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US 1 NORTHBOUND Treeline
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US SOUTHBOUND - - _ Effective Floodway ' T p Sediment Trap
-- }f`QfE _� - ' - -" - -. ___- �_ -. .. °�' •�>. Contour Index • ro� NPDES sample Location
c neoss 1-
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stormwa
' - - "' --- _ OAPs, $t T PERM1 _ _ __._.__-- _ _ off_ - Contour Intermediate eooa sediment Fencep a Location
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Leland Cypress And Bradford i silt Fence Dnvew- - : '/ E F T, C 27 87
Pear Trees. See Page X-4 mom
Are
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Details.
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Previously Permitted
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wY� Pipe A4 w/ �"-� J (AA)w/Energy A d an ea `� J. �'.'•,.' S - _ C
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a w Yap `a,/ tf , r7 xs';a"1 '1 ° " \�\A`y• r�.:S�\ .`Y .; -'1nr"t:,_
o N@U$e Baptist Church Inc. sedimentedtrap to be ,
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l plant wnsVuctiom. ❑ " i
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r i/._ - - v 1Wl l •„:. , r.. <„ r 'F �.- �l TO BE CLEANED -
/ HIO A _>� ..a, `�, ,' d - `. .,: , 4'' I`' h� of 70'WIDE BY 1.0' NrF
a
DEEP DIVERSIONoAt
Q
NO M IN IN �'✓ .. :R sa ) .;. ':w,�._. m _�...+,, R"••`.._ I" ' '' I - DETAIL O XJ c
ly
Perm
RBPIRDEN _ , � nx
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RCA A - � :FQ N,(A-2) Y P P •-t - __._, gym-,•. ,. <'''�l,. _, .2
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3& ,`.':"vs '?. x _,� ,.. r e,'•,::, I r)E
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, .' • ...wwwa r..,aao-a ».�.-_:., ,. ..:r� •�:� a`�'<. .' �- ,% �sl
-tea .. . ,..:.,::. "`~+v"?u,- -= ' '-ems• , ,.. "\ SPILL WAY T S'1
/ �, �` ':.:•, � , r „• * ,. '"'�` �_><-P•v__=`� t,:, d y .:-� t� J _ 12' ROCK BAFFLE
gym,° r �; (
7 � E f' r :e ,4 E �a^' SEE DETAIL
`-_ "' .•I>'•x.=a. .,. ,'r 'r EXISTING RISEP% 4YITk9 ,.> J
/ _.._
•�..., r o r yxti.,; . .:.. .�. ...�, GRAVEL AROUNL` BASE _ -- EXISTING
%. BDO PIPT:.
-
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'x. ,
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,
ACRE
x HAN ON ,
I - �
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- R
111,0111111
T �
NT pE � �- �
/ MI IT .; ��=�_ _ �` ,_ - 21g i� �;,'� � , `��
W
:
APPROXIMATE LIMITS OF AR FLOOD PL ATION FROM-1
THE NORTH CAROLINA FLO MAPPING PR 8 -� a
TE. INDICATED WETLAND LIMITS ARE FOR -
�'., THAT NEAREST TO DISTURBA E IMITS x �� '- `�, `. WR
SHOWN DO NOT INDICATE T AT ALL OF T s` `, °: Bed, rd AT Falls River Mas ,/ _ " - �'�--
IVN
T OF THE DESIG ATED LIMIT IS 'I' l- PPM Inc of Ralei - `'`-" '-
WETLAND. ,,vaS,,r 6739 Falls of Neu RD J '...,_.�_. Ate,<., PRO , ; x ,, _ 7/ DRAWNED:
t / x Raleigh,NC 27 15PEfijy B �
025 yr SEDIMENT TRAP DESIGN-HANSON AGGREGATES- RALEIGH QUARRY � NDgR� CHECKED: WR
If Rock Baffles Used. ` wk (/ RR , �I `
Drain a Denuded '-NT DATE: AUGUST 2020
9 Volume of Remaining .. <',- .�. ...�.... �
Area ac Area ac Storage Volume Re 'd '�i • _: t `^- _N�/T -( ) ( ) g q (cf) Surface Area Req'd(sf) Length Width Depth Storage Volume Provided Surface Area Weir Length Weir Length Rock Baffle Storage
Basin# (Da) (Du) (3600 of/ac Denuded Acre) (Q25)(435 sf/cfs) (ft) (ft) (ft) (ef) Provided(sf) Req'd(ft)* Provided(ft) I(cf) Volume(cf) ti,. t n`Ps` NOTES ; n. r, REGION: SOUTH
A-11 2.26 2.26 8136 2342 70 35 4 9800 2450 6.00 10 525 9275
1. BASE TOPOGRAPHY(2-07)PREPARED BY:
Note:1'of freeboard is provided for each Basin(4.1 Total max depth).Cleanout Basin when 112 full. I - , RALEIGH
LOCATION:
0
7.94 in/hr zs , „r ,z dford AT Falk.F3lver Nrasler _
CONTINENTAL AERIAL SURVEYS, INC.
Surface Area Required based on 025 Flows(C=0 30;Tc=5min;125=7.94 iNhr);Rainfall Data based on Neuse 2 NE(31-6091)location data. , _� ;,, ,:- PERMIT PERMIT PPM Inc of Ra »_
- CATEGORY 3356 REGAL DRIVE `
'Weir length based on Q25 flows(C=0.30;Tc=5min;125=7.94 in/hr) •� `, _ CURRENT MODIFIED B Falls of NeuseNeuse R � - DWG FILE: HAE-RAL-AP-1
ALCOA,TN 37701
; Ra NC 27615
TAILING/SEDIMENT PONDS [phone]
Q .f 13.5 13-5
STOCKPILES 5.0 5.0 2. BOUNDARY INFORMATION FROM WAKE COUNTY TAX MAP. r .. SCALE:
h
1 WASTEPILES 41.9 41 9 3. EXISTING MINING PERMIT NO.92-02 APPROXIMATE L TS OF 100 Y ODD PLAIN. INFORMATION F t` ,, HORIZONTAL:
NORTH
RALEIGH QUARRY THE NORTH CA LOOD MA NG PROGRAM WEBSITE }' '`�
10501 CAPITAL BLVD.
m ��, � PROCESSING AREA i HAUL ROADS 26.4 26.4 � F
WAKE FOREST,NC 27587 - t 1 _x VERTICAL:
A)/
MINE EXCAVATION 137.4 137.4 [phone]
REV NO: DESCRIPTION OF REVISION: DATE: F
/ x JIM SPRINKLE,GENERAL MANAGER NC SALES AND OPERATIONS
/ � ' T AREA PERMITTED FOR DISTURBANCE:
ASPHALT PLANT,CONCRETE PLANT,ETC. 9.7 15.7 SHEET NO.:
6 ao5 0 v'0o 3'tlG 'tia0 f� ! f:'s;-' % 4. THE INFORMATION SHOWN HAS BEEN COMPILED FROM PREVIOUSLY
GRAPHICSCALE y / - , TOTAL PERMITTED TO BE AFFECTED 233..9 amna APPROVED PERMIT RENEWALSANQ/OR,MODIFICATIONS. cr
\ , j OTHER:BUFFERS,WETLANDS,ETC, 251.9 245.9 5. FOR MORE SPECIFIC DETAILS AND/OR CONSTRUCTION DIMENSIONS, M&Gv-4
O
v J\
r �, J'J, TOTAL MINE PERMITTED ACRES 485.76 485.76 SEE PREVIOUSLY APPROVED PLANS. 5 8
1 inch=200 ft. f OF:

I
F-0"MAXIMUM -{ w
A'A41N. - SILT FENCE _ 0
m
H
SILT FENCE FABRIC INSTAL ED I h
MINIMUM 10 GAUGE LINE - _ TO SECOND WIRE FROM TOP MINIMUM�I Z. J. car di
L M
WIRES M 1 2-112 GAUGE INTERMEDIATE .
I WIRES - - - a ,�', Z M -
- I 1/ TOP DE SILT EENCE - r
- - - - - - 1 - MUST B£AT tEAST T - - - H C9 0)
I t:'
THE WASHED D STONE I A©OVE THE TOP OF - R 00 3 •m Lu
- -- - - -- - - -- GRADE x c�V! 0:I-
I�rIT-I,-, IT=1E'I €I ILEfJ
I �FI I I 30'EP-EP
CL
Lr FRONT VIEW G.S. 15 r 15 �� o
T
III 7 RY WIRE
FRONT VIEW i€'I IIT „ BUTERFA2 FENCE: G.s.
FILTER FAERlC, �! �
=1F"` l-I 1 ' AND HARDWARE W
LTiT-iif CLOTH IN TRENCH �a -- � 1 0, -
STEELFENCFPOST g - -
STEELFENCEPCST _ SET PI'lX2APART - - -
- STEEL POST n'IN 13 INTO'SOHU GRADE_ U
WIRE FENCE CROUNO "I:' POINT
NOTE: _) WOVEN WIRE FABRIC
= / -
f -a HARDWARE CLOTH
A.5'MIN 1"fFT 1f4"!FT r, 41G7FT
� � r f,:/�.� 1.5'MIN
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED SILT FENCE FABRIC fi °' ?•
114 ACRE,AND NEVER!N AREAS OF CONCENTRATED FLOW. .��
FILTER OF457
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO PROVIDE WASHED STONE e
STORAGE VOLUME FOR THE NEXT RAIN AND TO REMOVE r FILL SLOPEo
oo
'
PRESSURE ON THE SILT FENCE. I �` � � a'FILTER FABRIC
I ! /. ON GROUND
I ✓ a ° NOTES:
ROAD BASE CONSTRUCTED OF 3"99.5C ASPHALT,4"
I N off" ° R� NOTES. :
°
1 ► " GRADE j °`�o o°�08�°0 c� 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED
OF 119.0B ASPHALT,10"COMPACTED ABC
2 REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
6"MINIMUM COVER OVER
o CI0I SKIRT`
c•i �7T'` \ BURY WIRE FENCE AND HARDWARE CLOTH suRYS'OF UPPER EDGE OF .
ANCHOR SKIRT AS DIRECTED f FILTER FABRIC IN TRENCH i
} BY ENGINEER
SIDE VIEW SECTION VIEW
STANDARD TEMPORARY SILT FENCE t STANDARD SILT FENCE OUTLET DRIVEWAY DETAIL
SEEDING SCHEDULE FOR
STABILIZATION GRASS V-
!A, I
DATE TYPE PLANTING RATE DATE:
-
MAR.15-MAY 15 PERRENNIAL SEED MIX 10 LBSIACRE
N.C.WILDLIFE RESOURCES a
COMMISSION
Y
MAR. 4 -JUN. 1 SERICEA LESPEDEZA(SCARIFIED) 50 LBSIACRE
(MAR. 1 -APR.15) ADD TALL FESCUE 120 LBSIACRE
r�
{MAR. 1 -JUN.30} OR ADD WEEPING LOVEGRASS 10 LBSIACRE ,^
( e+
(MAR. 1 -JUN.30) OR ADD HULLED COMMON BERMUDAGRASS 25 LBSIACRE fi
JUN. 1 -SEP 1 ***TALL FESCUE AND 120 LBSIACRE
*** BROWNTOP MILLET 35 LBSIACRE 1 ) z
*°* OR SORGHUM-SUDAN HYBRIDS 30 LBSIACRE /
SEP. 1 -MAR. 1 SERICEA LESPEDEZA(UNHULLED-UNSCARIFIED) 70 LBSIACRE ).
AND TALL FESCUE. 120 LBSIACRE I
(NOV. 1 -MAR 1) AND ABRUZZI RYE 25 LBSIACRE
Ilk
ui
TYPE..8..
SEEDING SCHEDULE
10'MIN. Illa
TREES DESIGNATED SHALL TOP WIDTH
BE WRAPPED WITH 4!'WIDE
NEVER CUT A LEADER
TRUNK WRAPPING MATERIAL u
SHOULDERS,SIDE DITCHES,SLOPES (MAX.3:1) MADE OF TWO COURSES OF
CRINKLED PAPER CEMENTED
ROAD 1 ADJACENT QUARRY SIDE OUTSIDE I MIA cf
WITH BITUMINOUS MATERIAL OPERATION SIDE PROPERTY SIDS; -+ SLOPE TO ---�
DATE TYPE PLANTING RATE :) INTER SE TAIL THIS SHEET INTER
IOR
E DE
X� THIN BRANCHES BY 113 AO
.
AUG. 15-NOV. 1 TALL FESCUE 300 LBSIACRE -� RETAIN NORMAL;TREE SHAPE
NOV. 1 -MAR. 1 TALL FESCUEa.
300 LBSIACREx�
&ABRUZZI RYE 25 LBSIACRE 2.2"X 2"ROUGH SAWED / / / ` ' 1 15'HEIGHT
/ O �.
HARDWOOD STAKES FREE OF SIDE SLOPE -' Q +"°ao o+e`! 7D0 L cc
MAR. 1 -APR. 15 TALL FESCUE 300 LBSIACRE DEFECTS THAT IMPAIR 2:1 TYP. \ 13' \\z N o o * �j/ Lu
APR. 15-JUN.30 HULLED COMMON BERMUDAGRASS 25 LBSIACRE STRENGTH. DAMAGED WOOD / MIN, /�/�j "o•b��.Q ��.a4:o� �/
JUL. 1 -AUG. 15 TALL FESCUE AND 12D LBSIACRE ON STAKE TOPS SHALL BE
XISTING
*** BROWNTOP MILLET 35 LBSIACRE CUT OFF EVENLY \ f-;
RDUND ee e o.;oo+ a woe OR SORGHUM-SUDAN HYBRIDS 30 LBSIACRE +: ',ie';.4 '
+ ° F ` LL
NEW OR USED 2-PLY ; SECTION THRU BERMAe�--9�.a«�s'6 W
TYPICAL CROSS SECTION 1$'R. °a; S
SLOPES(3.1 TO 2:1) TWISTED GALV.WIRE.12 GAUGE REINFORCED RUBBER GARDEN LESS THAN 30' IN HEIGHT
HOSE wD�C C
MAR. 1 -JUN. 1 SERICEA LESPEDEZA(SCARIFIED) 50 LBSIACRE NCOOT#5 OR#57 WASHED STONE ° �'' 0�/�
TRANSPLANTED TREE SHALL BE 2 FLOW ��� i/�& HIGHER IN RELATIONSHIP TO FINISHED 1, �O U)
(MAR. 1 -APR. 15) ADD TALL FESCUE 120 LBSIACRE GRADE AS TO WHERE PREVIOUSLY 2"PINESTRAW MULCH AROUND
(MAR. 1 -JUN.30) OR ADD WEEPING LOVERGRASS 10 LBSIACRE PLANTED TREE PIT
(MAR. 1 -JUN.30) OR ADD HULLED COMMON BERMUDAGRASS 25 LBSIACRE �{
JUN. 1 -SEP. 1 "**TALL FESCUE AND 120 LBSIACRE X + NOTE:
& NCDOT#5 STONE IS PREFERRED.PAD TO BE 100FT.L X 20FT.W X 61N.D MIN,
"** BROWNTOP MILLET S 35 LBSIACRE REMOVE BURLAP FROM SAUCER �. A SMALL BERM SHALL BE CONSTRUCTED ALONG TOP B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS IS TO BE PROVIDED.
*'# OR-SORGHUM-SUDAN HYBRIDS 30 LBSIACRE TOP i13 OF ROOTBALL � OF BERM TO PREVENT RUNOFF ALONG SLOPES.
SEP.1 -MAR. 1 SERICEA LESPEDEZA(UNHULLED-UNSCARIFIED) 70 LBSIACRE _ _ l
AND TALL FESCUE 120 LBSIACRE :III-I I I I-III- + C. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT
_ DETAIL
OF MUD ONTO STREETS. PERIODIC TOPDRESSING MAY BE NECESSARY.
III- ) D, TEMPORARY PADS MUST BE LOCATED ON EACH SIDE OF ADJOINING ROADWAY.
• NOV. 1 -MAR.1 ADD ABRUZZI RYE 25 LBSIACRE �' D 1.SLOPES SHALL BE TRACKED WITH A DOZIER DURING CONSTRUCTION TO AID IN THE ESTABLISHMENT
70PSOfL MIXTURE - 18' f NOTE: ,
_ I I-III' OF VEGETATIVE COVER.
f` y }SEEDING SCHEDULE FOR IIIII- I.I.I
IR5VFG1E7.A7PO',' 9.ffVEFPCP:A;L'70'WYIIICILCk�1FL. j: :Illj^ -III-i I�L,�i I -0iLiLI-'.kCx!"�ESI)1�i 3E3C LS �L$Y[SE STrSB:f.LfZED BY ESSAI3L'I:i?IfA1�y F'R vcxl� .[IfE�CyETA'Tf1J COVER 71N17,3'SEEdT i"'��
I GRAVEL CONSTRUCTION ENTRANCE DETAIL /\QE
�` AND MULCH WlTHlN 21 DAYS OF CONSTRUCTION. i
II I I-III I I I�III I I I-III- 6'" I NOT TO SCALE
VISUAL BARRIER BERM WITHOUT SLOPE DRAIN DETAIL
DATE TYPE PLANTING RATE -III. . III-III-I[I-III • ,I Lh I�
m
NOT TO SCALE
FEB. 1 -APR. 1 KOBE LESPEDEZA 20-25 LBSIACRE 20'-0"MIN.DRIVE PIPE
FEB. 1 -APR. 15 ORCHARD GRASS 15 25 LBSIACRE ir h D -�
MAR.-APR. SHRUB LESPEDEZA 16 LBSIACRE # e
y VARIABLE FROM 12'1 TO 16'-0"
MAR.-APR. SWITCHGRASS 6-8 LBSIACRE 2D VAR. �Ir leo
APR.-MAY BAHIA GRASS 25-35 LBSIACRE i WIDTH WIDTH
VIADR rlr ,�r
APR. 15-JUN. 15 LOVEGRASS 4-5 LBSIACRE ww® ij
VAR.SLOPE VAR.
NCDOT STANDARD SEEDING MAY BE USED IN LIEU OF ABOVE REQUIREMENTS.
1 TREE PLANTING DETAIL Igo
NOT TO SCALELu 0
TYPICAL PLAN VIEW PROPOSED VAR.SLOPE
. - - NOTES: DRIVE
I.STAGGER THE PLANTING OF LOW GROWING TREES AND/OR SHRUBS IN ORDER TO PROVIDE VISUAL SCREENING. ` PROPOSED.PIPE OUTSIDE DIAMETER
TEMPORARY--RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. I 2'MIN. 2.PLANT TWO ROWS OF TREES ANDIOR SHRUBS ALONG TOP OF BERM(AND ALONG SIDE,SLOPE IF POSSIBLE).
DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12"IN HEIGHT BEFORE MOWING,OTHERWISE 3.SMALL BERM AND TREE AND/OR SHRUB PLANTINGS SHALL BE A MINIMUM OF 6 FT.IN.HEIGHT. SHOULDER DRIVEWAY TYPICAL SECTION
FESCUE MAY BE SHADED OUT. COMPACTED EARTHEN BERM I POINT � BLEND INTERSECTION
COMBINATION TREE PLANTINGS BERM DETAIL SLOPES
GENERAL NOTES:
2 2 NOT TO SCALE
i �- 1 SLOpv 1. ALL DIMENSIONS GIVEN ARE FOR MINIMUM BLEND INTERSECTION
SEEDBED PREPARATION �� 1 SLOPES
18"MIN. 1� CONDITIONS.PROPER ENGINEERING 4
/ //, 1 DESIGNED: WR
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL 1i�\ \` JUDGEMENT MUST BE USED IN
CONDITIONS, IF AVAILABLE. / �lz 1�_ _ �J 1\\/\\\� C(LINING CLASSIFICATION) "- \ WIDTHS,AND PIPE LENGTHOCATIONS, SHOULDER
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. / /�/�/ 3 3 /j/ a DRAWN: WR
3. REMOVE ALL LOOSE ROCK, ROOTS,AND OTHER OBSTRUCTIONS LEAVING SURFACE /��/ .�� p 2. FACTORS SUCH AS VEHICLE TURNING POINT
REASONABLY SMOOTH AND UNIFORM. ` 1 A 1 3"" s� o RADIUS,TRAFFIC VOLUMES,DRIVEWAY A.
4.APPLY AGRICULTURAL LIME, FERTILIZER,AND SUPERPHOSPHATE UNIFORMLY AND MIX 6pF SKEW,OFFSET DISTANCE OF PIPE FROM CHECKED: WR
TEMPORARY COMBINATION DIVERSION AND BERM DETAIL a
WITH SOIL(SEE BELOW'). EDGE OF PAVEMENT,PIPE DEPTHS,AND
S. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED,FIRM, REASONABLY UNIFORM SEEDBED DESIGN SPEED SHOULD BE CONSIDERED t
IS PREPARED 4 TO 6 INCHES DEEP. IN DETERMINING DRIVEWAY WIDTHS. X /sLEND
XDATE: AUGUST 2020
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING B 3. THESE AREAS ARE TO BE USED TO BLEND INTERSECTION SLOPES
EQUIPMENT OR CULTIPACK AFTER SEEDING. � _ - ■ 1
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. NOT TO SCALE THE INTERSECTING SLOPES TO THE / REGION: SOUTH
8. INSPECT ALL SEEDED AREAS AND MAKE:NECESSARY REPAIRS OR RESEIEDINGS WITHIN COMPACTED EARTHEN BERM. DITCH# A FT B(FT) C VARIABLE SLOPE PROPOSED DITCH L-
THE PLANTING SEASON, IF POSSIBLE.IF STAND SHOULD BE OVER 60%DAMAGED STABILIZED WITH TYPE"B" 01 1.85 0.00 GRASS WITH TEMPORARY STRAW WITH NET LINER PROP.PIPE LOCATION: RALEIGH
REESTABLISHED FOLLOWING ORIGINAL LIME,FERTILIZER AND SEEDING RATES. VEGETAL COVER. D2 1.48 0.00 GRASS WITH TEMPORARY STRAW WITH NET LINER ISOMETRIC OF END OF PIPE TREATMENT SEE NOTE 1
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERT[LIZATION D3 1.34 0.00 GRASS WITH TEMPORARY STRAW WITH NET LINER
AFTER PERMANENT COVER IS ESTABLISHED. / D4 1.74 0.00 GRASS WITH TEMPORARY STRAW WITH NET LINER USE AT LOCATIONS AS DIRECTED BY THE ENGINEER SEE NOTE 1 VARIABLE DWG FILE: HAEr-DIAL-RP--1
DS 1.57 0.00 GRASS WITH TEMPORARY STRAW WITH NET LINER CIL DITCH SLOPE
* APPLY:AGRICULTURAL LIMESTONE-2 TONSIACRE OR 3 TONSIACRE IN CLAY SOILS 3.0. 1.5 ��/�/ 1.5 D6 1.81 0.00 GRASS WITH TEMPORARY STRAW WITH NET LINER PROPOSED DRIVEWAY FINISH GRADE VARIABLE SLOPE
FERTILIZER-1pp0 LBSIACRE (10-10-10) /�/ � � D7 1.27 0.00 GRASS WITH TEMPORARY STRAW WITH NET LINER SCALE:
SUPERPHOSPHATE-500 LBSIACRE(20%) i /// /� \//`\X,%��%�% i D8 1.66 0.00 GRASS WITH TEMPORARY STRAW WITH NET LINER -
MULCH-2 TONSIACRE(SMALL GRAIN STRAW) �� �� �� ��� �� ���� D9 1.37 0.00 GRASS WITH TEMPORARY STRAW WITH NET LINER PROP.PIPE
ANCHOR-ASPHALT EMULSION AT 450 GAL.IACRE <� \j 2 V SCOPE HORIZONTAL:
AR SLOP vPR AS SHOWN
PLAN VERTICAL:
1. GRASS CLASSIFICATION, RETgRpANCIM CLASS B,FROM THE NORTH CAROLINA EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
REV NO: DESCRIPTION OF REVISION: GATE: TEMPORARY DIVERSION CHANNEL DIMENSIONS
Os Nor,TasoALl . SECTION X-X. DRIVEWAY PIPE CONSTRUCTION DETAIL
TRAFFIC SURFACE SHEET NO.:
O VEHICLE DIVERSION BERM DETAIL X-15
O NOT TO SCALE
1 C OF: 8
I

_ I
8'-0`MA'XIMUr N "
NOTES: _.` 4'I,;IPI, - SILT FENCE - s
� - -- ��
f ' c
!- I N
G�
i � I I � d
1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW ANDiOR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP,
2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL. X SILT FENCE FABRIC INSTAL ED k.. ` n
MINIMUM 10 GAUGE LINE N
TO SECOND WIRE FROM TOP _ 4 0
'- •• o
3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL. WIRES MINIMUM 12-112 GAUGE INTERMEDIATE w
WIRES
y Uo
4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING,MULCH WITH TAC,ANDlOR EROSION CONTROL NETTING. @ Y o Z rs
TOR OF SILT FENCE „
" C ♦b NJ Cn tl1
-i MUST BE AT LEAST T
i ABOVE'THE TOP OF ;:' 3 iC W
• - -I= _- - - - _ GRADE THE WASHED sTaNE S rs sn 9-
.rrl Ln �Tii�i 1-L -1 T��Ti-1 IThT_ T �i J �mIL�fr=i 1 �1
2'MIN, v I I-
I
I WASTE MATERIAL-COMPACT, I
F VAR. SEED&MULCH AFTER ? TI
CONSTRUCTION OF DITCH ` Lil li FRONT VIEW C7
�� FRONT VIEW 1 ;i Il BURYWIR=FENCE I-
1 I FILTER FABRIC, Z
AND HARDWARE LiJ
I I VAR. - S,EEL-_NCE.OST CL67HiNTRENCH
- Fr c � STEEL FENCE POST
_ WIRE ENCE MIR11WI OSOLID
_i. 2'APART
STEEL POST
0--2-
VAR. NOTE: �— ' WOVEN WIRE FABRIC F GROUNDN7
HARDWARECLOTw :#
1 ! 1 1 I 1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED SILT FENCE FABRIC i
Ila
- f
_ 114 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW,
FILTEROF07
I I—I fi 1 I 2, REMOVE SEDIMENT DEPOSITED AS NEEDED TO PROVIDE 4 wAswED sroNE �� - tie
STORAGE VOLUME FOR THE NEXT RAIN AND TO REMOVE " FILL SLOPE
PRESSURE ON THE SILT FENCE, �I o�
i / On�, 3'FI TER ROUNDBRIC 7 m
. � - i!� ✓ 0��0 D�pc+io� ON GROUND
0
i / GRAD co'bg0008� � NOTES:
CROSS SECTIONAL VIEW -�:-r ��_I (T�r —--E o og��o�80a b' o Q 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
I T I' 6"MINIMUM COVER OVER d yl 2. REPLACE STONF AS NEEDED TO ENSURE DFWATERAG.
-I - SKIRT
ICI BURY WIRE FENCE AND HARDWARE CLOTH
BURY G'OF LIPPER EDGE OF �
ANCHOR SKIRT AS DIRECTED FILTER FASRICINTREr! H
l 11 BY ENGINEER* I�
r.
Ij
SIDE VIEW SECTION VIEW
STANDARD TEMPORARY DIVERSION DITCH STANDARD TEMPORARY SILT FENCE
STANDARD SILT FENCE OUTLET
Diversiolil
I I - ..TOP ELEVA-TION`OF STORMWATER ,i
-1 — _ ... ....
-III=III—III— R_
¢`t L a �' " •" r 'j S: Class$Rip Rep
-III�I =1 I-III I hI 1 1=1 I #57 WASHED STONE 1 MAX. I Min
Cx
I. I,�tir!'I d-LH Lr'fM1• y,�, + '2 ^4' a 1 ya'�W' •y,i'r'i_ ti'_r' R_"W' �Lll lE .i
n Sta a
yt.R 1 VARIES .+y:�•" = '" �"r >�ti�e.n r:?si.• ' 1
frrr � r
EXISTING SLOPE I II f II I IITI II II "I-I iTI I fi - - - - _ �. .�, • .�.., " ��� I DATE'
wr ,r 1 9 a ■
-
_T —I #1 RIP-RAP
VARIES
T �.
VIEW i , I �" �II i ,� '� _ °II �—
EXISTING SIDE •I r c q� .�' �0 �-a �jI �! RQar'lin 33�of
SLOPE .r' r ""� � 'I I �:I _ ,i Basin 66 of Basin � �,
EXISTING • II I�7�et Lemth 'tWkjt, Outlet
I-E SLOPELU
_. - )�
—1ICI _ �-= s: : _
=T VARIES �l=III—i corrsugatedI 3, us
_„ !It �I
LU
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KEYED RIP RAP
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I,
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e
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r �
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Cd
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= --� op of Berns
FRONT VIEW _ g cr d ' Im�ri r L r, _ Iw5"I'r�A % � � �:. �Qy spillway
� �
�%c t Top Elevation
!; �lf:vafr6n 0 - LL
��' ': � � Il�p,:�Yl�� .�, w '' •{ +s•i_ 'a k ��' - .r *e.�y; ! ^I L Uj
ob Baffle '�y
14 -min
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� � '� _ ' l I�� _,Staa�ap�i�vataDn ILL
_
STANDARD CHECK DAM �
TEMPORARY SLOPE DRAIN, X
Class B lei RapSafflilElevation Detail
BAFFLES WITH METAL T-POST, WOVEN WIRE NOTES: 5r O BAFFLES NTH METAL T-POST.
FABRIC BACKING AND COiR FIBER NETTING 1. DRIVE STEEL FENCE POST AT LEAST 18 TOP WOVEN WIRE FABRIC BACKING materiial &Construction S iaellI'ir-me. lS '!
INCHES INTO SOLID GROUND. OF DAM AND COIR FIBER NETTING
SEE BAFFLE DETAIL `��`` 2. WOOD POST ARE NOT ACCEPTABLE. VYE1R (SEE SHEET 1 of 2) _
(THIS SHEET) \ p3� �l 18 lll-Ill-111' Gass B Rila Rap Speclf eatlans 'FN. 3. DIRECT WATER TO TOP OF BASIN USING PROTECT WEIR WITH FILTER (�
BOTTOM ANCHORED / N� STABILIZED DiTCH, SLOPE DRAIN PiPE FABRIC AND RIPRAP -y, r' -�m - Stone.Thickness dsn 8 inches 411 i 'STA-7LES % R 0?R?=R f�IPI ^u14Eu0 INEliRuM`? /�Ile I €-- I IiT#rifli*�51i+1�h�+ 1 ; ( i
FIL irR' FABRIC' S pm II 1Lf11 vart2;M.-Ma-, .f
w S- 1 Tensile.Strengtb 244,798 Ib/ft
SKIMMER WITH RETRIEVAL ROPE ° T Il
(SEE DETAIL 04000.1$) / / / IILru
_ Flow Velocity >12 ft/sec i
I1 Weight 13La lbJcf
a - _ I��r=�,-L I L� - I� 1!I---I I-�I_� I-�� -i 1-�1-I i- - � _ II1 I i i_
_�I�I l k-111-III-III= T i-I 11-111=11 T11 T 1L 11-111 = - _ - - -I- i�l l l 1i1=1J 1-- 111, - -i- 1_ ! III mum_ L _ _ _. TI. III III II-III_ l I! hlli= Wideh
I_I II_1T III-III-1 I=1 III-�11=1 I I E-1�1=II . I,o Z -11,= 11 E I-I I_ IIII_1l1 I 1
TOP OF / / / i 1=III„€11.=11111 11I III-I _ _ L L _ 111 ,I I, III_ _ _ lO Feet
IIL—I I U-�'��+i--i i i_I11=1 I1=1 - _ +�
DAM 5r-O" / III- " - =ill I -I -lll Ili-1 I. U 11 III-LI-Il 1 L' ! 11 -Ii )J -IIr Z- Open Area f�qqg�
nT Ifl -III III.I III-III__III_I!1-� � T� i lil=li!=1iI -III-iI,I-III ill Till �
" III 1�1-1 111�11'0 6 STONE APRON =wi=1II-EIhII l=1i1=r11-1II 1II. II1=IIIT� 1 i1�III-1I "I II IIg_
41fF WITH FILTER FABRIC minas ®r
4'T LENGTH • The.baffles will be ronstrusted casing not compacted Class B Rip Rap meeting the 2012 I19CDOT U.
5 Standard Specifications for Roads and Structures in Table 1042.1.
SEDIMENT TRAP''CROSS SECTION
1 O 5E FOR DRAINAGE AREAS NOT EXCEEDING FIVE ACRES. .
2. EARTH BERM SHALL BE STABILIZED W/SEEDING ACCORDING g E r
a In In
BAFFLE DETAIL TO TOWN SPECIFICATIONS. ; �R
TABLE 1042-1
LINE WEIR WITH`RIPRAP ACCEPT_N'CE CRITERIA FOR RIP RAP ALVT!STO-NE FOR EROSION CONTROL IL �0
_ TOP OF DAM Class Resluirecl Stone Sizes,Inches
CORR FIBER MATTING. DESIGN OF SPILLWAYS TOP OF DAM 7
—III J11-111' ' o L ���$liirlUlA1 Midrange �IA3�IN1t1LII.1 SECURE NTH NYLON � �
ZIP TIES. DRAINAGE AREA WEIR LENGTH III IIHII „_I, V�EIR 11 iiI III�I!-111,1 A 2
IJ h 1= i I_II-I f If -T-III 11141 1 f l -III i l l r
WEIR Gs & _ -� (ACRES) (FT) II. L-IHEi-III-III�II ijLF LENGTH Ih III-lll II II€=I11 )I i Ill�i` 13 5 g 12
1 4.0 HII II II: lI-11Hi�II, 1 r
y III 11 T�1 ) �� III=1 J It 11
f 5
�--, -•-
.. - III—Ti-If it L - 17
35" 2 6.0 FILTER FABRIC -111IIIIli111-1 III 111 I11�II IIII€lillill 10
DITCH AND BURY 2 g z14
MM. 3 8.0. - FILTER FABRIC EDGE 23
T([ illl III Ili- - -i1 111 III L-III kll ill-I III-I�
ZIP. TIES '-TI =III�� III-I II_€lid l 1I11 !II I�=�I r (MIN. 12" OF FABRIC) DESIGNED: 'SIR
/ 4 10.0 EiTIIII I��I I I h_!Il— �I� II Ilf IIL-FlI I I Ili—!I a NO. than 5.0%of the material furnished can he less than the minimum Site nor no more/ 5 12.0 _ill-II 111=P f l l III Ui ill-T LIII=1'
% III it T ll PVG _ rl L=II III than 1€9%of the material can exceed the.maximum size specified.
i FLOW DIRECTION
1DIMENSIONS SHOWN ARE MINIMUM III lif�lilPIPE11111111 Illlii`111
STAPLES II I j�liQll lill, II�III DRAWN:
WR
GROUND _ _ Maintenance
\ j— WEiR CROSSSECTION CHECKED: wR
I „111 11 I E 1=1 I 1=1 I= -I i 1- l I I I I The baffles will inspected at least ones a week`and after eve rain event
III=1 I—I I i—III i I 1-1 i- I 11=I!1=
=11 _ MAINTENANCE ® every
1FA I =1 I I I= I III I I—III- Assess to the baffles and the basin will need to be maintained for the life of the basin to allow DATE: AUGUST
I F-7: I I I` k III- 1$" • INSPECT TEMPORARY SEDIMENT TRAP AND EMPTRY TRAP OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE far repair and maintenance of the ladle and basin. 2020
PERSPECTIVE MEIN WOVEN WIRE FABRIC. " =III 1 =Ii --' MIN.
SECURE WITH NYLON ZiP TIES. _ I ICI SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN p Once the sediment accumulation has reached 50%Dfthe designed storage the
II III; DEPTH OF THE BASIN. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA. REPAIR BAFFLES. REGION: SOUTH
• CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE iT sediment will need to be removed.
I€111 IS A MINIMUM OF 1.5 FEET BELOW THE LAW POINT OF THE EMBANKMENT.`IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT • Ifthe Rip Rap baffle becomes clogged due to sediment accumulation restricdn th
TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. g e flow®¢ LOCATION:
crater through the baffle it will need to be replaced. RALEIGH
T-POST STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE BASIN
IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING AND MATTING, AS NEEDED.
DWG FILE: HAE_RAL-RP-1
STANDARD TEMPORARY SEDIMENT TRAP - DETAIL 1 OF 2
STANDARD TEMPORARY SEDIMENT TRAP - DETAIL 2 OF 2 ALTERNATE SEDIMENT TRAP BAFFLE DETAIL SCALE:
HORIZONTAL:
AS SHOWN
REV NO: DESCRIPTION OF REVISION: DATE:
VERTICAL:
0 SHEET NO.:
'"6
7 8
OF:

all 40
N/F
STAR ROAD N/F
PROJECT LLC N/F COOPER N/F
PROPERTIES \
COOPER MASSEY
515 W JUNIPER AVE ! �
MASSEY N/F KEITH, J LINWOOD
WAKE FOREST, NC PO BOX 1455 PROPERTIES LIVING WORD FAMILY N/F N/F KEITH, JOEL L TRUSTEE I N/F m
27587 THOMPSON WAKE FOREST KEITH, J LINWOOD WAY FAMILV LLC I y
WAKE FOREST, NC 27588 PO BOX 1455 CHURCH INC 1616 FORESTVILLE RD ' s
PROPERTIES LLC KEITH, JOEL L TRUSTEE 7713 OAKMONT PL ++
WAKE PO BOX 61129 ! WAKE FOREST, NC 27587 \
FOREST, NE 2600 OLD WAKE rEST iAID WAKE
F, �R EST<jT,AN �R43 RALEIGH, NC 27615
27588 RALEIGH, NC 27661 I RALEIGH, NC 27609 WAKE FOREST, NC 27587 n
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Z TWO OPTIONS IN THIS AREA: / ARKIN EXIS71NG OF �E"� /, / ;,i, , ,t1 �, 300 0® " .b' PERM y
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J ,Z.CONSTRUCT PROPOSED VI U I r ,
HozroN, PEARL M O ' ' BARRIER BERM. HANSON AND ATE AT ENTRAN ;; ,,, , _ > L
¢ G
1 09-,PONDEROSA SERVICE RD / CE TO ' t" \ C' Adjacent Landowner
Q PROPERTY t ( I r - e osc l 7
Q RE AI Not fication Marker
KE FOREST, NC 27587 � � -�
z>j / water Sample Location
HAUL ROADS AND
IN PLANT PMENT Buffer
I Two OPTIONS IN THI AREA: ,' / � -- ---- � ,4,r � r =y� '`-�-"'=� \�\ �A `� t �E o o SERVICE ROADS
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I.RETAIN EXISTING ATu� _ _ _ �I AUL ROADS AND SERVICE i
TREES/vEGErarxoN. BERM & STOCKPILE AREA TO BE
ROADS (CRUSHED STONE
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e , FUELS & OILS
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\ � --- ~ `' ►� - J OVER�IIFDEN" STORA SETTLING PONDS DRAINED, ET PD Bo
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-PROPERTY - - N TE: WETLAND �. - 5-�_.� "_,� T/•
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CORRENT - -aIfl
i j / 5
APPROXIMATE LIMITS,OF 100 YEAR FLOOD-..PLAIN.
\ INFORMATION FROM THE NORTH CAROLINA-FtOOD MAPPING
PRO GR WEBSITE. _
t/` - _.__. .. ^ -_/ DESIGNED: WR
1 N/ E: INDICATED WETLAND LIMITS ARE l J
RALEIGH OF �\�
' FOR THAT NEAREST TO DISTUR$ANCE.
C/O RE L /j `\ THE LIMITS SHOWN DO NOT INDICATE .�
ESTATE OFPItE 1 \ T of THE AREA\WEST OF THE �----\ JJJ/// - — `- - - AWN: WR
PCE BOX DESIGNA D LIMIT I§, WETLAND. ' /- N F l tt OR
RALEIGH, NC 9207602 \` I ,r r BRAN 448 VIKIDNGWINE LLC AR STE z20 1� `� . . \"u: ROP¢-A,p�, g`J(/'I�(}� ` . .,...,../ _""�� \ ., � .' � CHECKED: WR
`\
vA BEACH, VA z 2
RRENT \ �... . DATE: JULY 2020
_ � _ PERMIT �tf,
NOTES: �� .wD6�� _„� �FEp •_-"] REGION: SOUTH
NORM z �O� - 1. BASE TOPOGRAPHY (2-07) PREPARED BY: _ LOCATION: RALEIGH
N/F I HA-RALEIGH
CONTINENTAL AERIAL SURVEYS, INC. -
�-� > I 3356 REGAL DRIVE "= -., DWG FILE:
BRANDYWINE LLC - -
�'\ D ALCOA, TN 37701 448 VIKING DR STE 220 �_,,,_
w� j VA BEACH, VA 23452
GRAPHIC SCALE \ ` ��Q / (865) 970-3115 -� '. SCALE:
200 0 100 200 400 \ ..-\ C ( +� �( 2. BOUNDARY INFORMATION FROM WAKE COUNTY TAX MAP. - -
_ ;. \ f APPROXIMATE LIMITS.OF 100 YEAR FLOOD PLAIN.J HORIZONTAL:
_ 3. EXISTING MINING PERMIT NO. 92-02 INFORMATION FROM THE NORTH CAROLINA FLOOD MAPPING !r� - 200�
\/ I\ RALEIGH QUARRY PROGRAM WEBSITE.
1 inch=200 Ft. ) \ ( 10501 CAPITAL BLVD. �, VERTICAL:
\ WAKE FOREST, NC 27587
\ (919) 556-4011
REV N0: DESCRIPTION OF REVISION: DATE: -\ F I JIM SPRINKLE, GENERAL MANAGER NC SALES AND OPERATIONS
SHEET NO.:
\ 4. THE INFORMATION SHOWN HAS BEEN COMPILED FROM PREVIOUSLY
O R J APPROVED PERMIT RENEWALS Al MODIFICATIONS. RP-1
OO S TE FICE \ / O ■
2 OX _
5. FOR MORE SPECIFIC DETAILS AND/OR CONSTRUCTION DIMENTSIONS,
1\ i' /
O E H 02 I �\ `/ _/ f / - r' �" < I SEE PREVIOUSLY APPROVED PLANS. 8 OF: 8