Raleigh Concrete Plant Dwgs 1-15-21

MEN
" ' Hanson
MEN
HEIDELBERGCEMENTGroup
HANSON AGGREGATES SOUTHEAST , LLC
SOUTH RE GION
3825 Barrett Dr.
Suite 300
Raleigh , NC 27609
Phone (919 ) 380=2746
RALEIGH QUARRY
10501 Capital Blvd .
Wake Forest, NC 27587
p VICINITY MAP 1^ = 1500•
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SHEET INDEX
o Sheet Number Sheet Title
o
0.0 Cover -.. � �'✓ — — — �- 1
M&EC-1 Mine Plan
- M&EC-2 Enlarged Mine Plan ( � � 6J MINING PERMIT NO . 92-02
M&EC-3 Existing Conditions Plan
M&EC-4 Erosion Control Plan
X-5 Details - PERMIT MODIFICATION
X-6 Details
o
RP-1 Reclamation Plan
o
LAT: 35.9244° N
o
o
o
LONG: -78.5540° W REVISED JANUARY 2021

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LEGEND: LEGEND: J
Permit Boundary chain Link Fence J
INN— L0 a
' New driveway pipe to be — x
Adjacent Property Line Road Paved-Existing
/ GM Internal Permit Boundary Road Paved-Future +s+
Property Line =
O
� Road Access N
installed for new driveway Ex;st;ng Pit H
�� �� Body of water d d p O
/ X Future Limits of Excavation ` P.N
N Settling Cell a1 p
r (pipe to be sized and Berm-Existing & stabilized i O
with vegetation. Temporary EC y V M
structure no longer required. Pipe a i O Z 0)
approved by NCDOT). o DC-9A �O
0 Berm - To be removed Slope Drain C m M a1�
A N 002 _
0 Diversion Ditch C ,3 R W
- undisturbed Buffer I M 0 19 H
V V P-Tsr-o, Level spreader
Treeline
­� Temporary Sediment Trap
Effective Floodway
NPDES 001 NPDES Sample LocationA I.E !1
Contour index
soot stormwater sample Location 2
Contour intermediate O V
X 0 X� sediment Fence �
Structure Z
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10601 Popd rosy S rvi do HANS nstall drivewa throu h berm . .( y g _� DATE.
HANS�
WalO est NC 5j oo i Slope back berm at 3: 1 slope. .° 'P RO P RTYd
I ,i PR PEI J I
New 30' wide driveway
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�p for concrete plant a
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Berm With , � -� Z p�
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/ - - - - - - _ _ I I N PROP"I W
ee PageX-4 '
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ection And X ' UIVDIST UF O J
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URGED g t� a O
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Future Stormwater Control Measure /r N a w
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for Future Concrete Plant z a
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Previously Permitted C/) S H Z
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Sediment Trap A- 11 M _
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Previous) /' ' — Previously Permitted ^ a
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Permitted S SF 24 Pipe (A- 1 ) w/ 90 L
SF SF A �h Ian ea N - W
Pipe A4 w/ ,' , SF SF 3F S Energy Dissipater a) a Z
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Ener /' Option 2) N —
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Existing Sediment trap to be �
ANSO Z
converted to stormwater � _ -�
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f II concrete plant - PRE-PER
out from a o co c ete p a t
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DESIGNED: WR
,
DRAWN: WR
CHECKED: WR
PE vate to Ac e ' ' u •�
s o of Ro k a E n. �� DATE: JANUARY 2021
It Concrete Plant / Field Su ey or us nn .dis a e li to .
REGION: SOUTH
NORTH /
x�x� ME
LOCATION: RALEIGH
LL
H SON "' �c 94 DWG FILE: HAE—RAC—RP-1
`max —
< < 2
SCALE:
GRAPHIC SCALE / Top of RDPCk pam �5 roin th) 98
id
so o is so too HORIZONTAL:
1' = 200'
1 inch=50 ft. 94 296 VERTICAL:
�S 292
0
SHEET NO.:
REVS N0: DESCRIPTION OF REVISION: DATE: ` 1 # C��'� `�°� 290
J er ed 50 Haul Road L
O � ED M&EC-2
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A SCALA ASSOC LLC LEGEND: LEGEND: J
847 WAKE FOREST Permit Boundary chain Link Fence J
BUSINESS PARK,STE N/F N/F
101 LASCALAASSOCLLC N/F N/F N/F CAPITAL CITY STOW-N-GO LLC N/F Adjacent Property Line Road Paved-Existing
N/F LIVING WORD FAMILY WAY FAMILY LLC I d
WAKE FOREST,NC 847 WAKE FOREST BUSINESS THOMPSON WAKE FOREST CAPITAL CITY STOW-N-GO LLC 1016 CANTERBURY RD
LA SCALA ASSOC CHURCH INC 7713 OAKMONT PL znternal Permit Boundary 0 Road Paved-Future +s+
27587 PARK,STE 101 LLC PROPERTIES LLC 1016 CANTERBURY RD RALEIGH,NC 27607 Pro ert Line 3
PO BOX 61129 RALEIGH,NC 27615 p y y
WAKE FOREST,NC 27587 847 WAKE FOREST 2600 OLD WAKE FOREST RD RALEIGH,NC 27607 �=J Road Access
BUSINESS PARK, RALEIGH,NC 27661 Existing Pit 0
Body of Water 4) d Q
STE 101 RALEIGH,NC 27609
WAKE FOREST,NC
Future Limits of Excavation I�0 to
27587 == Settling cell O p` N(4
w o Berm-Existing & stabilized i �+ O
X - with vegetation. Temporary EC O y IL)CO
e \ structure no longer required. Pipe I i O Z M
_ DC-9A m O
Berm - To be removed Slope Drain Cc IMM
°'X ffl N w'�
US 1 - - Diversion Ditch I 000 3 M W
_
- Undisturbed Buffer Level spreader M N a:~
NORTHBOUND - - - - - - - - - - ,. Treeline P_rsr-oi_911I Temporary Sediment Trap
Effective Floodway
rX � � NPDES�01 NPDES Sample Location Q' UTHBOU SO ND
contour index �
soot Stormwater Sample Location
UR r Contour intermediate O (J
XSediment Fence
0 structure Z
- ® a ® O RE HYD. - m ` WC
- - Constructio RE MY/U. G
X W R ane x„ � W
/ m <• 25'UNDISTURBE BUF R
a entrance x Fa ily TrUSt U
P BOX 939 x$ z V
AI�QLINA < W
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x 2$428 Q
S PROPER IES
DURHAM, L 'WAKE
Qi Sal eff P& � X W
F / 106 d rosa S rvi d HKNS m /O STEPHE L W S /F/ Z
PROP RTY PRAPEON S 6 WINDSONG V LLEY / JMS PRO ERTIES OF URHAM, 7 M E N
`a x KE FORES 2 7 L
O STEPHEN LEWIS, M E N
MEN
Visual Barrier Berm With O a / a ou I _ X 8536 INDSONG ALLEY D
^O p ove E FOREST, C 27587 X
Leland Cypress And Bradford At Fence r t Drive - eA3wl�
Pear Trees. See Page X-4 - - m `� D sergy
pat r X
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For Typical Section And X so'urvDlsruRBE BUFFE , ' mx I
t / Details.
I
t 2 Previously Permitted
t Sediment Trap A-11
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x� Previousl Permitted
Oz Previously $F 24"Pipe(A-1)w/ A tt3h an ea 3m Q O gX URI�E� R
Permitted .X
Pipe A4 w/ $ Energy Dissipater
Energy / Concrete Plant Area Option 2)
~ Dissipater / 2.74AC x �d 7 x 1 ® O x
o s
N/F Previously permitted
o Neuse Baptist Church Inc. sediment trap to be -
0 32 9 Gresham Lake RD STE 134 used during concrete ILlll
o eigh NC 27615 �plantconstruction.
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/ ON
/ er ed 50'Haul R ERMITTEp � _� r 210 �
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DATE:
X
/ c t o on ditch to convey n °p EXPANSION OF MINE
/ to k3 EXCAVATION AREA TO x X j @ 1\ O m ■
s R RTY VVV ALLEVIATE ER0510N z z
;SUES ON SLOPS
o xisti 230
SLOPES TO BE LAID BACK AT 3:1 MAX.
rn rn m EXISTING DITCH SHALL BE x /
w / N RELOCATED TO TO BANK WITH \ \ % _ 0
o
O AN N XINTERMEDIATE DIV R61 NS ON m "" %
BENCHES EVERY 3 E TICAL FE 1�`1`1�V\/1
R R E Pa sio vo verb unn p ALL DRAINAGE SHALL DIRECTED z m y0 I x C X PROPERTY
TO STABLE SIDE OF EASTING PIT. ( m X
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O xish I n I P IT HANSON X O N� �b o 72"CMP
PROPERTY �� X� D O
ore x
3 X AREA TO SELDR,MENT t7 : U O
Pre iously a e Y �,q mx ® m
igli Existing BASIN 36.1 AC
X h Sto�ekleAr�ea " "X `x -° LL
Rem ver rde u Pit EXI`sT,ll (� �, a m
Per 'ted ° O tf1 O d J
Trap A-5 U
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RIP RAP PAD �\ e _ °'/ 2 U
ei ve Over den i it - o � aX
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- - xp sion nsure i O Y re v � X � � o
Pit E '
x
HANSON x \ EXISTING PONDS Z
PROPERTY N x TO BE CLEANED
HI C A x O x ' 10'WIDE BY 1.5' N/F Q
�x J DEEP DIVERSION PER OSDR GS X
G 2' X DETAIL ON X4 L c
' Perm Sd NOT M IN IN 0 sa A �\ RBURDEN �3N "X POE
�F= ,XN
edi G E D EI X ARIA 27588
T Aj8 24 PlPsl(A-2) y pate P E A'p 2 Q I 0 ', `..�_... m \ Z
X �X 0 12' ROCK Bb►�FL' \ I \\
no remain un tr / I I �X x �` 4X
no longer re uir ) Mnro r e o /w
O pER "mil �� 0 o X p d 20'WIDE BY 2' DEEP �o
r
, NX X RIP RAP PAD N Z a
SPILLWAY X 12' ROCK BAFFLE , O O_ J
�x
k11/ \\1 � � SEE DETAIL O
N EXIST11�3a RISER WIT m i /"� M. I%
SE GRAVEL AROUND BA ` ® w� EXISTING 6' 3rv\ li
x % O SDO PIPE M \ Q
}� C�
P E /ChT ETLAND \ S \- X x O� mx NPDES#01 Z
� N X� X
/ X MP CT OF 0.9 (24" PIPE) I��p\ O
ACRE � � � � is
0 HAN80N
ERTY m I SDO#1 OUTFALL Z
(6' PIPE) R O O
-
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APPROXIMATE LIMITS OF AR FLOOD PL ATION FROM o - `
0
THE NORTH CAROL
FLO MAPPING PR EBS X
X
X X x DESIGNED: WR
TE: INDICATED WETLAND LIMITS ARE FOR
�\ THAT NEAREST TO DISTURBA E. IMITS X .�
SHOWN DO NOT INDICATE T AT ALL OF T �� Bedf rd AT Falls River Maste�ASN m DRAWN: WR
ST OF THE DESIGNATED LIMIT IS PPM Inc of Raleigh
WETLAND. �� 6739 Falls of Neuse RD PROP y8 A x
X Raleigh,NC 27615 X X / CHECKED: WR
Q25 yr'SEDIMENT TRAP DESIGN -HANSON AGGREGATES -RALEIGH QUARRY �� ry RT
If Rock Baffles Used: 0VND ARY& CURRENT ( DATE: JANUARY 2021
Drainage Denuded Volume of Remaining �� �� 3m PERii/liT
Area(ac) Area(ac) Storage Volume Req'd (cf) Surface Area Req'd (sf) Length Width Depth Storage Volume Provided Surface Area Weir Length Weir Length Rock Baffle Storage `� J� �/M/T �.
Basin# (Da) (Du) (3600 cf/ac Denuded Acre) (Q25)(435 sf(cfs) (ft) (ft) (ft) (cf) Provided (sf) Req'd (ft)' Provided(ft) (cf) Volume(cf) cc G REGION: SOUTH
A-11 2.26 2.26 8136 2342 70 35 4 9800 2450 6.00 10 525 9275 �A NOTES: _ v
A-7 3.00 3.00 10800 1 3109 80 40 1 4 12800 3200 1 7.00 10 600 12200 Y, 1. BASE TOPOGRAPHY(2-07)PREPARED BY: mx LOCATION: RALEIGH
J� CONTINENTAL AERIAL SURVEYS,INC. dford A s River N
Note: 1'of freeboard is provided for each Basin (4.0'Total max depth). Cleanout Basin when 1/2 full. 125= 7.94 in/hr A' �O PERMIT PERMIT 3356 REGAL DRIVE PPM Inc of Raleigh DWG FILE: HAE-RAL-RP-1
Surface Area Required based on Q25 flows C=0.30; Tc=5min; 125=7.94 in/hr; Rainfall Data based on Neuse 2 NE 31-6091 location data. -� CATEGORY CURRENT MODIFIED 6739 Falls of Neuse RD
* q ( ) ( ) X ALCOA,TN 37701 Raleigh,NC 27615
Weir length based on Q25 flows (C=0.30; Tc=5min; 125=7.94 in/hr) D Q<C/� TAILING/SEDIMENT PONDS 13.5 13.5 [phone]
N O SCALE:
O Q" STOCKPILES 5.0 5.0 2. BOUNDARY INFORMATION FROM WAKE COUNTY TAX MAP.
Q HORIZONTAL:
3. EXISTING MINING PERMIT NO.92-02 APPROXIMATE LI TS OF 100 YE OOD PLAIN. INFORMATION F �, _ 200,
G WASTEPILES 41.9 41.9 THE NORTH CA I LOOD MA NG PROGRAM WEBSITE.
NORTH T / RALEIGH QUARRY
m I\ PROCESSING AREA/HAUL ROADS 26.4 26.4 10501 CAPITAL BLVD. x VERTICAL:
WAKE FOREST,NC 27587
MINE EXCAVATION 137.4 137.4 [phone] /
REV NO: DESCRIPTION OF REVISION: DATE: X. OTHER AREAS PERMITTED FOR DISTURBANCE: JIM SPRINKLE,GENERAL MANAGER NC SALES AND OPERATIONS
Nw ASPHALT PLANT,CONCRETE PLANT,ETC 9.7 15.7 SHEET NO.:
O P . 4. THE INFORMATION SHOWN HAS BEEN COMPILED FROM PREVIOUSLY
OGRAPHIC SCALE X TOTAL PERMITTED TO BE AFFECTED 233.9 233.9 APPROVED PERMIT RENEWALS AND/OR MODIFICATIONS. M&EC-4
4
O200 0 100 200 400 / OTHER:BUFFERS,WETLANDS,ETC.
O 251.9 245.9 5. FOR MORE SPECIFIC DETAILS AND/OR CONSTRUCTION DIMENSIONS,
2 SEE PREVIOUSLY APPROVED PLANS.
TOTAL MINE PERMITTED ACRES 485.76 485.76 OF:
t 1 inch=200 Ft.

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MEN
MEN
MEN
NOTES:
1.ROAD BASE CONSTRUCTED OF 3"S9.5C ASPHALT,4"
OF 119.013 ASPHALT,10"COMPACTED ABC
DRIVEWAY DETAIL
TYPE"A"
SEEDING SCHEDULE FOR
STABILIZATION GRASS
DATE TYPE PLANTING RATE DATE:
■
MAR. 15-MAY 15 PERRENNIAL SEED MIX 10 LBS/ACRE
N.C.WILDLIFE RESOURCES
COMMISSION J
MAR. 1 -JUN. 1 SERICEA LESPEDEZA(SCARIFIED) 50 LBS/ACRE J
&
(MAR. 1 -APR. 15) ADD TALL FESCUE 120 LBS/ACRE
(MAR. 1 -JUN.30) OR ADD WEEPING LOVEGRASS 10 LBS/ACRE !A F
(MAR. 1 -JUN.30) OR ADD HULLED COMMON BERMUDAGRASS 25 LBS/ACRE M Z
JUN. 1 -SEP 1 ***TALL FESCUE AND 120 LBS/ACRE Q
**" BROWNTOP MILLET 35 LBS/ACRE O
*** OR SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE uj
SEP. 1 -MAR. 1 SERICEA LESPEDEZA(UNHULLED-UNSCARIFIED) 70 LBS/ACRE _ I 1
AND TALL FESCUE 120 LBS/ACRE V
(NOV. 1 -MAR 1) AND ABRUZZI RYE 25 LBS/ACRE Lu
O oG
TYPE"B" 10 TO MIN. o - aa
SEEDING SCHEDULE TOP WIDTH
TREES DESIGNATED SHALL NEVER CUT A LEADER
BE WRAPPED WITH 4"WIDELu
TRUNK WRAPPING MATERIAL c I
SHOULDERS,SIDE DITCHES,SLOPES(MAX.3:1) MADE OF TWO COURSES OF
CRINKLED PAPER CEMENTED ROAD/ADJACENT QUARRY SIDE OUTSIDE Lu
WITH BITUMINOUS MATERIAL OPERATION SIDE PROPERTY SIDE ~ SLOPE TO
DATE TYPE PLANTING RATE INTERIOR
SEE DETAIL THIS SHEET V a
THIN BRANCHES BY 1/3 2 �� � � ��� 3 GLOP .e
AUG. 15-NOV. 1 TALL FESCUE 300 LBS/ACRE RETAIN NORMAL TREE SHAPE 1 ///////
1 15'HEIGHT v e• . e
/ /�i�i0 Lu W W
NOV. - 2-2"X 2"ROUGH SAWED / / / '
&ABRUZZI RYE 25 LBS/ACRE SIDE SLOPE a°o o.••
HARDWOOD STAKES FREE OF / /� �� / '. •° ' . �1!
2.1 TYP
MAR. 1 -APR.15 TALL FESCUE 300 LBS/ACRE DEFECTS THAT IMPAIR . 13' / ///////////////////////////////// -`0eo°=:o•%; O
APR. 15-JUN.30 NULLED COMMON BERMUDAGRASS 25 LBS/ACRE STRENGTH.DAMAGED WOOD / MIN• /\/\/ EXISTING ///////////////////////////////////////// .o° •'°• • e °a �/ a O
JUL. 1 -AUG. 15 TALL FESCUE AND 120 LBS/ACRE ON STAKE TOPS SHALL BE
GROUND °eepeO oe � a,��•• °��o ee ,.
*** BROWNTOP MILLET 35 LBS/ACRE CUT OFF EVENLY ° vo ��o ee e•••
*** OR SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE °�°' °�:°°.o. W
SECTION THRU BERM °e°a;:�•• °o:o e���•
NEW OR USED 2-PLY LESS THAN 30' IN HEIGHT/ TYPICAL CROSS SECTION 15'R. .��e a°•a .•��e
°o'o •eo••`°��oe e'e o Z
SLOPES(3:1 TO 2:1) TWISTED GALV.WIRE 12 GAUGE HOSE REINFORCED RUBBER GARDEN 3 ooe a�'oee e o
0 0�� •NCDOT#5 OR#57 WASHED STONE a' O
cn
MAR. 1 -JUN. 1 SERICEA LESPEDEZA(SCARIFIED) 50 LBSIACRE TRANSPLANTED TREE SHALL BE 2" F�LOW ,yp��� cn
& HIGHER IN RELATIONSHIP TO FINISHED 1
(MAR. 1 -APR. 15) ADD TALL FESCUE 120 LBS/ACRE GRADE AS TO WHERE PREVIOUSLY 2"PINESTRAW MULCH AROUND
(MAR. 1 -JUN.30) OR ADD WEEPING LOVERGRASS 10 LBS/ACRE PLANTED TREE PIT
(MAR. 1 -JUN.30) OR ADD HULLED COMMON BERMUDAGRASS 25 LBS/ACRE NOTE:
JUN. 1 -SEP. 1 ***TALL FESCUE AND 120 LBS/ACRE + A. NCDOT#5 STONE IS PREFERRED.PAD TO BE 100FT.L X 20FT.W X 61N.D MIN.
*** BROWNTOP MILLET 35 LBS/ACRE REMOVE BURLAP FROM SAUCER A SMALL BERM SHALL BE CONSTRUCTED ALONG TOP
*** OR SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE TOP 1/3 OF ROOTBALL OF BERM TO PREVENT RUNOFF ALONG SLOPES. B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS IS TO BE PROVIDED.
SEP. 1 -MAR. 1 SERICEA LESPEDEZA(UNHULLED-UNSCARIFIED) 70 LBS/ACRE + C. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT
AND TALL FESCUE 120 LBS/ACRE III-I I I I-III- W DETAIL OF MUD ONTO STREETS. PERIODIC TOPDRESSING MAY BE NECESSARY.
NOV. 1 -MAR. 1 ADD ABRUZZI RYE 25 LBS/ACRE 0 NOTE: D. TEMPORARY PADS MUST BE LOCATED ON EACH SIDE OF ADJOININGROADWAY.
TOPSOIL MIXTURE -III 0 III 4 1.SLOPES SHALL BE TRACKED WITH A DOZER DURING CONSTRUCTION TO AID IN THE ESTABLISHMENT
_ I I-III_ 18 N OF VEGETATIVE COVER.
SEEDING SCHEDULE FOR -III III- 2.ALL EXPOSED AREAS SHALL BE STABILIZED BY ESTABLISHING PERENNIAL VEGETATIVE COVER WITH SEED _
/��_
REVEGETATION BENEFICIAL TO WILDLIFE .I I I-I I - _ - + AND MULCH WITHIN 21 DAYS OF CONSTRUCTION. GRAVEL CONSTRUCTION ENTRANCE DETAIL \,
-III-III III-III III-III- NOT TO SCALE
_ 6" VISUAL BARRIER BERM WITHOUT SLOPE DRAIN DETAIL �
DATE TYPE PLANTING RATE III-I I -I I-III-I = NOT TO SCALE N
FEB. 1 -APR. 1 KOBE LESPEDEZA 20-40 LBS/ACRE y 20'-0"MIN.DRIVE PIPE
FEB. 1 -APR. 15 ORCHARD GRASS 15-25 LBS/ACRE D + VARIABLE FROM 12'-0"TO 16'-0" Q
2D
MAR.-APR. SHRUB LESPEDEZA 16 LBS/ACRE + -
VAR.
MAR.-APR. SWITCHGRASS 6-8 LBS/ACRE
APR.-MAY BAHIA GRASS 25-35 LBS/ACRE WIDTH WIDTH W
APR. 15-JUN. 15 LOVEGRASS 4-5 LBS/ACRE VAR. Q 0
VAR.SLOPE O
NCOOT STANDARD SEEDING MAY BE USED IN LIEU OF ABOVE REQUIREMENTS. TREE PLANTING DETAIL Lu 0
NOT TO SCALE VAR.SLOPE
TYPICAL PLAN VIEW PROPOSED
NOTES: DRIVE
PROPOSED PIPE OUTSIDE DIAMETER
1.STAGGER THE PLANTING OF LOW GROWING TREES AND/OR SHRUBS IN ORDER TO PROVIDE VISUAL SCREENING.
***TEMPORARY--RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. 2'MIN. 2.PLANT TWO ROWS OF TREES AND/OR SHRUBS ALONG TOP OF BERM(AND ALONG SIDE SLOPE IF POSSIBLE). SHOULDER DRIVEWAY TYPICAL SECTION
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. POINT
BLEND INTERSECTION
FESCUE MAY BE SHADED OUT. COMPACTED EARTHEN BERM SLOPES
COMBINATION TREE PLANTINGS BERM DETAIL GENERAL NOTES:
2 2 NOT TO SCALE BLEND INTERSECTION
1. ALL DIMENSIONS GIVEN ARE FOR MINIMUM SLOPES
SEEDBED PREPARATION 1 1 I�SLOpB CONDITIONS.PROPER ENGINEERING DESIGNED: WR
18"MIN. \ \\/\\// 1' JUDGEMENT MUST BE USED IN
1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL / // //�//�//�//�//�//�//�//�j 1 1'X//I / C(LINING CLASSIFICATION) DETERMINING DRIVEWAY LOCATIONS, SHOULDER DRAWN: WR
CONDITIONS,IF AVAILABLE. WIDTHS,/�����' WIDTHS,AND PIPE LENGTHS. POINT
2. RIP THE 3.REMOVE ALLRE AREA TO 6 INCHES DEPTH.LOOSE ROCK, ROOTS,AND OTHER OBSTRUCTIONS LEAVING SURFACE \//\/ //\//\/\/\//��� / 3 3 �y e� 2. FACTORS SUCH AS VEHICLE TURNING
3 3 RS o RADIUS,TRAFFIC VOLUMES,DRIVEWAY CHECKED: WR
REASONABLY SMOOTH AND UNIFORM. 1 A ` SKEW,OFFSET DISTANCE OF PIPE FROM
4.APPLY AGRICULTURAL LIME, FERTILIZER,AND SUPERPHOSPHATE UNIFORMLY AND MIX TEMPORARY COMBINATION DIVERSION AND BERM DETAIL 2 EDGE OF PAVEMENT,PIPE DEPTHS,AND
WITH SOIL(SEE BELOW'). DESIGN SPEED SHOULD BE CONSIDERED / DATE: JANUARY 2021
5.CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM,REASONABLY UNIFORM SEEDBED IN DETERMINING DRIVEWAY WIDTHS X L X
.
IS PREPARED 4 TO 6 INCHES DEEP. BLEND INTERSECTION SLOPES 7
6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING B 3. THESE AREAS ARE TO BE USED TO BLEND REGION: SOUTH
EQUIPMENT OR CULTIPACK AFTER SEEDING. THE INTERSECTING SLOPES TO THE
7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. NOT TO SCALE vARIABLESLOPE PROPOSED DITCH - -
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN COMPACTED EARTHEN BERM. DITCH# A FT B(FT) C PROP.PIPE LOCATION: RALEIGH
THE PLANTING SEASON,IF POSSIBLE.IF STAND SHOULD BE OVER 60%DAMAGED STABILIZED WITH TYPE"B" D1 1.85 0.00 GRASS WITH TEMPORARY STRAW WITH NET LINER SEE NOTE 1
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
9.CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION D3 1.34 0.00 GRASS WITH TEMPORARY STRAW WITH NET LINER USE AT LOCATIONS AS DIRECTED BY THE ENGINEER SEE NOTE 1 VARIABLE DWG FILE: HAE-RAL-RP-1
AFTER PERMANENT COVER IS ESTABLISHED. / D4 1.74 0.00 GRASS WITH TEMPORARY STRAW WITH NET LINER
D5 1.57 0.00 GRASS WITH TEMPORARY STRAW WITH NET LINER C/L DITCH SLOPE
*APPLY:AGRICULTURAL LIMESTONE-2 TONS/ACRE OR 3 TONS/ACRE IN CLAY SOILS /�\/�\/ / D6 1.81 0.00 GRASS WITH TEMPORARY STRAW WITH NET LINER PROPOSED DRIVEWAY FINISH GRADE VARIABLE SLOPE
3.0 1.5 // // // / // 1.5 SCALE:
FERTILIZER-1000 LBSIACRE(10-10-10) D7 1.27 0.00 1 GRASS WITH TEMPORARY STRAW WITH NET LINER _
SUPERPHOSPHATE-500 LBS/ACRE(20%) 1 / //\\//\\//\\//\\//\\//\ 1 D8 1.66 0.00 GRASS WITH TEMPORARY STRAW WITH NET LINER PROP.PIPE
MULCH-2 TONS/ACRE(SMALL GRAIN STRAW) ��/��/��/��/��/��/��/�� D9 1.37 0.00 GRASS WITH TEMPORARY STRAW WITH NET LINER SVOpE HORIZONTAL:
ANCHOR-ASPHALT EMULSION AT 450 GALJACRE /\% � j��C\�l' 2 BAR•S40 AS SHOWN
PLAN VERTICAL:
�i 1. GRASS CLASSIFICATION,RETARDANCE CLASS B,FROM THE NORTH CAROLINA EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
REV NO: DESCRIPTION OF REVISION: DATE: TEMPORARY DIVERSION CHANNEL DIMENSIONS DRIVEWAY PIPE CONSTRUCTION DETAIL SHEET NO.:
O 5
NOT TO SCALE SECTION X-X NOT TO SCALE
OTRAFFIC SURFACE v_5
O3 VEHICLE DIVERSION BERM DETAIL
O NOT TO SCALE 6 OF: 8
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8'-0"MAXIMUM
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4 C;11N. SILT FENCES•,
3
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1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP. SILT FENCE FABRIC INSTAL ED m p N N
2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL. MINIMUM 10 GAUGE LINE TO SECOND WIRE FROM TOP z ai a V M
3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL. WIRES MINIMUM 12-1/2 GAUGE INTERMEDIATE a O Z
a�
4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING,MULCH WITH TAC,AND/OR EROSION CONTROL NETTING. WIRES e CO M as
TOP OF SILT FENCE = N C)J
MUST BE AT LEAST V td Co = R W
)00 ABOVE THE TOP OF 2 M N 0:H
)00 GRADE THE WASHED STONE
=1 `
2'MIN. IIII = 0
WASTE MATERIAL-COMPACT, III FRONT VIEW F_
TI
VAR. SEED&MULCH AFTER I L -III - BURY WIRE FENCE,FILTER FABRIC,AND O Z
2'_10' - III HARDWARE CLOTH IN TRENCH.TRENCH IN LL
s�Op CONSTRUCTION OF DITCH III FRONT VIEW III IIII SKIRT 8"VERTICALLY AND 4"HORIZONTALLY, 5
ATAMINIMUM. W
N III-ITI_ 1=1 I1=1 STEEL FENCE POST
STEEL FENCE POST SET MAX P APART U
= STEEL POST MIN.18"INTO SOLID
WIRE FENCE GROUND cc
VAR. NOTE: WOVEN WIRE FABRIC HARDWARE CLOTH m
_III_III_III_III N 2��� 0 2 ��. IIIIIIIIIIIIIII_III—_III 1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED W
III IIIIIIIII � _ IIIIIIIIIIIII -SILT FENCE FABRIC
—III— —III 1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW. W
_ FILTER OF TO °
WASHED STONE
III III III III_ 2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO PROVIDE o ° g M E N
STORAGE VOLUME FOR THE NEXT RAIN AND TO REMOVE °' x FILL SLOPE pc�°p moo
� ~ ° 3'FILTER FABRIC MEN
PRESSURE ON THE SILT FENCE. N °$cbad� ON GROUND M E N
�0 °$ 0� NOTES:
M °c��°o g""o� 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
GRADE o 0 �o ° 0 2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
III IIIIIIIIIIIIIIf,
-1
CROSS SECTIONAL VIEW -ll-ll _-
=li' 8"MINIMUM COVER OVER SKIRT.
II II Ill ICI,!,
EXTEND SKIRT 4"HORIZONTALLY
o III,i WITH 8"COVER. BURY WIRE FENCE,FILTER FABRIC,AND BURY 6"OF UPPER EDGE OF
HARDWARE CLOTH IN TRENCH.TRENCH IN
w IIII FILTER FABRIC IN TRENCH
IIII III SKIRT 8"VERTICALLY AND 4"HORIZONTALLY,
ATAMINIMUM.
I IIII=III
SIDE VIEW SECTION VIEW
STANDARD TEMPORARY DIVERSION DITCH STANDARD TEMPORARY SILT FENCE STANDARD SILT FENCE OUTLET
`T 1
Diversion Island over inlet
[ iI I: ' - -� min '
TOP ELEVATION OF STORMWATER ;' 0.5'-1' Rap
�1���d; 1}, y ��, Class Raffle
° r-rig.
'fs Psi
IIIIII III=III ...—...—...—...—...—...—... ... :• _,a f�*+J rl�lrl DATE:
-Ti-
-I III=III=1 j 1= 1=1 #57 WASHED STONE :` -' 1 MAX. H 4 I -41 Lr� mac-t�l+( ^� 1 S` - ,rti�
' � 1 VARIES �•�J F',t �.2••- !�
ITI IITI —III—I
EXISTING SLOPE -IT-ITI-I 1=1 =1 - _ _ - - - - _ - - _ I I _
-III -1 1 1=ITI1 1 1=ITI—ITI- -ITI- I_ - - f I
-T -IT #1 RIP-RAP I r
VARIES °�. f I �� --I �6���I��� � -�€• �
+
r5 ' f1�� �� Inlet _ `` - —lI - - _ 33%of � 0 Z
1 0' SQI r1 - 1 �� I ` I,� Basle 66�of Basin Q
SIDE VIEW eosin Basin Outlet
EXISTING L �. I� i ^l Inlet Length Length W
SLOPE EXISTING 1 r
SLOPELLJ
- -�� V
—I -1— VARIES
corrugated �
1111111 IIII I,I' II RIPS' � : °. - �- 'li. � � W
CY
_II 0.5'1' +_ r TopRaffleW V
:t' KEYED RIP RAP r� 8jf1L�-0 Ltk Boss B Pip t _ Z
— — I� h R p =
I" r Height-3'
VARIES J fill '�IS11C�) Bottom Width-8' ♦n V F
�- a n'�'' —'� ! Class B RipRap Baff le Plan Detail W
p OC J
1 I—III=1 I—III—III—III—III- Ip�:1 I i'r
-III—III—I 11= =III=1 I 1=1�1= #57 WASHED STONE r ♦♦nn
t _ � rl Top of Berm V Q O
-F mild �, �k 1 Inlet. Spillway
IL
o nd X 1 IT'un " Top Elevation Q W
FRONT VIEWA'�
of Baffle
Id1s-3E lil-�;il,l- _ _ !* Z �1
fTl I r'i Dr5 orsion I S — sta a Elevation — — — — — — — — 0 a
I cf< i Q — filll .-.- - -
level sec-iOri
Z
a
STANDARD CHECK DAM TEMPORARY SLOPE DRAIN =
Class B Rip Rap Baf f le Elevation Detail
NOTE
5'�TODPAM
0" BAFFLES WITH METAL T-POST,
BAFFLES WITH METAL T-POST, WOVEN WIRES WOVEN WIRE FABRIC BACKING Material&Construction Suecifications
FABRIC BACKING AND COIR FIBER NETTING 1. DRIVE STEEL FENCE POST AT LEAST 18 AND COIR FIBER NETTING
INCHES INTO SOLID GROUND. (SEE SHEET 1 of 2) Class B Rip Rap Specifications
SEE BAFFLE DETAIL S� —III=1I p P
2. WOOD POST ARE NOT ACCEPTABLE. WEIR 18" 11=III=111-
(THIS SHEET) F�,O �1 3. DIRECT WATER TO TOP OF BASIN USING PROTECT WEIR WITH FILTER l Stone Thickness dso8inches N Z
�O STABILIZED DITCH, SLOPE DRAIN PIPE FABRIC AND RIPRAP y z -i Baffle Width Min 2,Max 8' O
BOTTOM ANCHORED - -
WITH STAPLES FILTER FABRIC 3 a No ` 1' - Tensile Strength 244,798 Ib/ft 1 OR OTHER APPROVED METHOD. - -
o M a �I II -' Flow Velocity >12 ft/sec N
SKIMMER WITH RETRIEVAL ROPE 11 Weight 130111 J
(SEE DETAIL 04000.18) - - - - - - - - - - - II II= Minimum Width 10 Feet
IIIIIIIIIII_I' �
- - I- - I- - - =11I III III III III III III III III 1== - 1I III
� I II I11I I III III III III III III III-I III III-III III III I I I z I I I I I I I I I III III I III- Open Area +/-40%
II-
TOP OF —- _ III=III- _I-1 I I I I I=1 1 11 11=1 I I-III 1 11 I I-I 11-1 11=1 11=1 I I 1=� -I I I I _ I�I� �I I 1=1 1 11" =1I III-I I_I -
6 STONE APRON - IIII11I11IIIIIIII II II II II II II II II II IIII=1II`II1-IIII II II - 1=1I1=1lF
_III-111_III-111_I11=III-I ITI I-III-IIII =11I-11I-1 _
DAM 5 0" 5'x3'x18" -IIII II III-I -III=IIIIIIIII='11 _ _ __
=III= • The baffles will be constructed using not compacted Class B Rip Rap meeting the 2012 NCDOT W
SFp�MF WITH FILTER FABRIC LENGTH Standard Specifications for Roads and Structures in Table 1042-1.
NOTtiT A
1. USE FOR DRAINAGE AREAS NOT EXCEEDING FIVE ACRES. SEDIMENT TRAP CROSS SECTION /W O
2. EARTH BERM SHALL BE STABILIZED w/SEEDING ACCORDING TABLE 1042-1 L
BAFFLE DETAIL TO TOWN SPECIFICATIONS. ACCEPT_ANCECRITERL4 FOR RIP RAP A-VDSTONE FOR EROSIO\CONTROL �
Required Stone Sizes,inches
LINE WEIR WITH RIPRAP Class \4inimum Midrange Maximum
DESIGN OF SPILLWAYS TOP OF DAM - - TOP OF DAM R
CSECURE NTH NYLON 00ORR FIBER MATTING. = 1=III-III_II -III=1 -I -I -I -III- =III=III III-III=III=III=1iI-III= V 2 4 6
-III _ WEIR H H MITI=ITI=ITI=1�-�' B 5 8 12
-III- - -_ _
„I I�I� I I — = LENGTH =I I I-II I--IIl I N I-II I IT I I II I II I I -111 111 11'I 1 5 10 17
ZIP TIES. DRAINAGE AREA WEIR LENGTH - _
1
WEIR (ACRES) (FT) - - III' LI-
III-III-1 I I-I
`• 1 4.0 -I -1I II II III=III 111111111111111111111111111111111I I II Il l 1111111 111 I- III 2 9 14 23
36" 2 6.0 FILTER FABRIC `III=III=III= IF=11IIIIIIIIIIIIIIIIIIIIIIIIII�IIII=
` MIN. 3 8.0 =IIIIIIIIIIII=III=III=III=III=III=III=111111111=III=III=III=III=1'" FDILTER FABRIC ITCH AND EDGEDESIGNED: WR
=III=III=III=III=III=III=IIIIIIIIIIIIIIIIIIIII111111- (MIN. 12" OF FABRIC) • No more than 5.0%of the material furnished can be less than the minimum size nor no more
ZIP TIES 4 10.0 _III=III=III=III=III=III=III=III=III=III=III=III=III=1i'-
II=I II III III ITI I iI=111=111=111 111 111-111=1' than 10%of the material can exceed the maximum size specified.
5 12.0 ''=III=III=III=III PVC 1=III=III=III=III=III='
1 111111111111111111PlPE II II II II II II II II II 11- DRAWN: WR
DIMENSIONS SHOWN ARE MINIMUM III III-IIn II-III III-Ii' CHECKED: WR
FLOW DIRECTION STAPLES IIITIII T�111-111 III-I''
Maintenance
_GROUND _ _ _ _ WEIR CROSS SECTION
= III III III-III =1 • The baffles will be inspected at least once a week and after every rain event.
-III III-III - = • Access to the baffles and the basin will need to be maintained for the life of the basin to allow DATE: JANUARY 2021
�—III= 11=III=III—III-I I LI;I II I�III-11 MAINTENANCE
-III- 18" for repair and maintenance of the baffles and basin.
PERSPECTIVE VIEW WOVEN WIRE FABRIC. - I =111- MIN. • INSPECT TEMPORARY SEDIMENT TRAP AND EMPTRY TRAP OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE
_ 1 1 1; SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN • Once the sediment accumulation has reached 50%of the designed storage depth the REGION: SOUTH
SECURE WITH NYLON ZIP TIES. -I I- I DEPTH OF THE BASIN. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA. REPAIR BAFFLES. sediment will need to be removed.
III III- • CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT
IS A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT • If the Rip Rap baffle becomes clogged due to sediment accumulation restricting the flow of LOCATION: RALEIGH
TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. water through the baffle it will need to be replaced.
T-POST • STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE BASIN DWG FILE: HAEJ2ALJ2P-t
IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING AND MATTING, AS NEEDED.
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
VERTICAL:
REV NO: DESCRIPTION OF REVISION: DATE:
SHEET NO.:
0
O X-6
O
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WAKE FOREST, NC 27588
WAKE PO BOX 61129 PROPERTIES LLC KEITH, JOEL L TRUSTEE WAKE FOREST, NC 27587 7713 OAKMONT PL N
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Approximate Tree Line
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TWO OPTIONS IN THI AREA: �, : / - �� �� , -,, ��\�\� EXISTING PLANT EQUIPMENT SERVICE ROADS '
1.RETAIN EXISTING ATu � , _ _ _ HAUL ROADS AND SERVICE / \ �\ ` & STOCKPILE AREA TO BE °' (CRUSHED STONE)
TREES/VEGETATION. i �� \ Q 6 \\
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CONSTRUCT PRO OSED VISU �o / I - — I
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INFORMATION FROM THE NORTH CAROLINA FLOOD MAPPING
PROGRAM WEBSITE.
N/F NOTE: INDICATED WETLAND LIMITS ARE v��� \� \\ ,\ DESIGNED: WR
RALEIGH CITY OF FOR THAT NEAREST TO DISTURBANCE.
I C/O CITY REAL THE LIMITS SHOWN DO NOT INDICATE DRAWN: WR
ESTATE
OFFICE590 T OF THE AREA WEST OF THE
DESIGN D LIMIT IS WETLAND.
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BRANDYWIN C
RALEIGH, NC 27602 Q 448 vIKIN STE 220 / ( CHECKED: WR
J VA C VA 2 2 DATE: JULY 2020
RJR � 3g —--— -
eUF c REGION: SOUTH
NOTES:
NORTHI 1. BASE TOPOGRAPHY (2-07) PREPARED BY: LOCATION: RALEIGH
/ HA-RALEIGH-M&EC-1
QOJ,'' CONTINENTAL AERIAL SURVEYS, INC./ BRANDY WINE _ DWG FILE:3356 REGAL DRIVE 448 VIKING DR STE 220 —
CJ ALCOA, TN 37701 -
� D �,� (865) 970-3115 VA BEACH, VA 23452 \ SCALE:
GRAPHIC SCALE O OQ 1�
200 0 100 200 400 Q� 2. BOUNDARY INFORMATION FROM WAKE COUNTY TAX MAP. �.
APPROXIMATE LIMITS OF 100 YEAR FLOOD PLAIN.J HORIZONTAL:
1' _ 200'3. EXISTING MINING PERMIT NO. 92-02 INFORMATION FROM THE NORTH CAROLINA FLOOD MAPPING
1 inch=200 Ft. \ RALEIGH QUARRY PROGRAM WEBSITE. VERTICAL:
m ( 10501 CAPITAL BLVD.
QJO
FOREST,WAKE C 27587
REV NO: DESCRIPTION OF REVISION: DATE: I >- F (919) 556-4011
JIM SPRINKLE, GENERAL MANAGER NC SALES AND OPERATIONS \ SHEET NO.:
5<0 \ RALEIGN/F 0 0 AR 4. THE INFORMATION SHOWN HAS BEEN COMPILED FROM PREVIOUSLY
STATE CTOFFICE APPROVED PERMIT RENEWALS AND/OR MODIFICATIONS. RP-1
O2 OX 590 5. FOR MORE SPECIFIC DETAILS AND/OR CONSTRUCTION DIMENTSIONS, 8 OF: 8
1 EIGH 602 I SEE PREVIOUSLY APPROVED PLANS.