20210413_ADI_Response_Map

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14anson
HEIDELBERGCEM ENT Group
HANSON RE AG G GAT E
S SOUTHEAST , LLC
SOUTH
REGION
3825 Barrett Dr.
Suite 300
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RaleiJ h NC 27609
Phone (919) 380=2746
RALEIGH QUARRY
10501 Capital Blvd .
Wake Forest, NC 27587
C► VICINITY MAP 1•• = 1500'
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SHEET INDEX
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Sheet Number Sheet Title MNNGPRo AM
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E 0.0 Cover
M&EC-1 Mine Plan ,._ `
Enlarged Mine Plan �'
M&EC 2 g t F
M&EC-3 Existing Conditions Plan
M&EC-4 Erosion Control Plan ��,: MINING PERMIT NOm 92=02
t X-s Details X-6 Details PERMIT
T MODIFICATION
0
s RP-1 Reclamation Plan LAT: 35.9244° N
0
s LONG: -78.5540° W
REVISED APRIL 2021
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Dust Mitigation and Visual Screening Measures N/F
Entrance road will be concrete or asphalt paved as soon as the plant is SCALA ASSOC LLC LEGEND: LEGEND:
constructed. 847 WAKE FOREST J
BUSINESS PARK,STE NIF NIF NIF Permit Boundary chain Link Fence J
rVgrrarit*0 wet the concrete plant area and entrance road as needed with water 101 LA SCALA ASSOC LLC N/F NIF NIF *�
truck, sprinklers, or other means. WAKE FOREST,N 847 WAKE FOREST BUSINESS LIVING WORD FAMILY CAPITAL CITY STOW-N-GO LLC to
NrF CAPITAL CITY STOW-N-GO LLC WAY FAMILY LLC I Adjacent Property Line Road Paved-Existing tv
LAscALAAssoc CHURCH INC THOMP50N WAKE FOREST 1016 CAiVTERSURY RD d
27587 PARK,STE 101 "c PROPERTIES LLC 1016 CANTERBURY RD 7713 OAKMONT PIL Internal Permit Boundary ® Road Paved-Future r
Tenant ensures that trucks are washed print to exiting the concrete plant. PO BOX 61129 RALEIGH,NC 27607 ++
WAKE FOREST,NC 27587 $aTvuAl�FOREST 2600.OLD WAKE FOREST RD RALEIGH,NC 27607 RALEIGH,NC 27615 Property Line s
Permittee will install speed limit signs along the entrance road. BUSINESS PARK. RALEIGH,NC 27661 =�. , Road Access G
STE 101 RALEIGH,NC 27609 N
Existing Pit
6-foot Emerald Green Arborvitae trees, or the like, will be installed along the WAKE FOREST,Nc �. Body of water w la to
existing fence at 4-foot centers starting at Ponderosa Service Road and stopping 275e7 9 rotate Limits of Excavation y ? v
Settling cell I N N
at the point where existing trees already screen any activity. Initially, 13 trees �` Ex;sting & Stabilized ti a
"+' x with Vegetation. Temporary EC 1110
are planned for a distance of 52 feet. _ ' ' _ - - - • � structure no longer required. Pipe `� ^�
If for any reason, one or more trees owned by the permittee or the adjoining ~ L: _ —� Berm - To be removed Slope Drain p m r�i
property owner are removed within this buffer area, the permittee will replace the _ - ---11110, — Diversion Ditch _ w
screening gap with evergreen trees as soon as practical. - US 1 NORTH13 - - Dndssturned BDffer = M y
OUND Level spreader
_r-- -- Treeline
Permittee will conduct periodic visual inspections and evaluate the effectiveness New driveway pipe to be Temporary Sediment Trap
installed for new driveway --- - __ - - Effective Fl oodwa
of the dust mitigation and visual screening efforts. (pipe � S 1 SO_ UTHBOUND — y •Wmaam NPDES Sample Location Q
approved by NCDOT). Y - Contour index =
Contour Intermediate
�-� _ ,3ooi Stormwater Sample Location OO
sediment Fence
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Leland Cypress And Bradford - lL �~
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Future Stom
Details. 'Iwatar Control rsAessure
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o Neuse Baptist Church Inc. converted to stormwater ya IJ7]IJ ?-„ _ r.
- G wham Lake RD STE 134 P rt LL! R '
outfail from concrete la 1
efgh NC 27615 ❑ SIR Forme
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GRAVEL AROUND BASE w m EXISTING 6"
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APPROXIMATE LIMITS OF AR FLDOD P ATION FROM—
THE NORTH CAROLINA FLO MAPPING PR B \ x
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TE: INDICATED WETLAND LIMITS ARE FOR `• - DESIGNED: WR
THAT NEAREST TO DISTURBA E- IMITS
SHOWN DO NOT INDICATE T AT ALL OF T • f Bed f rd AT Falls River Mas#
T flF THE DESIGNATED LIMIT IS l' ` PPM Inc of Ralei DRAWN: WR
WETLAND. ,'' J,-� 6739 Fails of Neus,6 0 .__ PROA x
Raleigh,NC 27�y15 % �pT �r
CHECKED: WR
DATE- APRIL 2021
NOTES: .' i REGION: SOUTH
NORTH , — _ 1
7 1. BASE TOPOGRAPHY 2 07 PREPARED BY: l
( ) LOCATION: RALEIGH
LLJRALEIGH T Cld Z ` �b� PERMIT PERMIT CONTINENTAL AERIAL SURVEYS,INC. PPM Inc of Ra _ -
dford A ver N
Y REAL E -— �� CATEGORY CURRENT MODIFIED 3356 REGAL DRIVE fi Falls of Neuse RD DWG FILE: HAE_RAL_tP-1
ALCOA,TN 37701
�FIC U D �� r " [phone] Ral ' NC 27615
GRAPHIC SCALE PO BOX 5 �� � � � OQ .i TAILING I SEDIMENT PONDS 13.5 13.5 SCALE:
200 a i0o 20o a0o RAL H,N 2760 p QQ . STOCKPILES 5 0 5 0 2. BOUNDARY INFORMATION FROM WAKE COUNTY TAX MAP.
APPROXIMATE L F HORIZONTAL:
5 DF 100 Y QOD PLAIN- INFORMATION
WASTEPILES 41.9 41.9 3. EXISTING MINING PERMIT NO.92-02 ,
RALEIGH QUARRY THE NORTH CA LOOD MA NG PROGRAM WEBSITE. r 1 = 200
1 inch=200 Ft. m / r ( PROCESSING AREA HAUL ROADS 26.4 26.4 10501 CAPITAL BLVD.
' 1 WAKE FOREST,NC 27587 �% VERTICAL:
MINE EXCAVATION 137.4 137.4 [phone]
REV NO: DESCRIPTION OF REVISION: DATE: F xM1 OTHER AREAS PERMITTED FOR DISTURBANCE: JIM SPRINKLE,GENERAL MANAGER NC SALES AND OPERATIONS
Q AR � m ✓ ASPHALT PLANT,CONCRETE PLANT,ETC. 9.7 15.7 4, THE INFORMATION SHOWN HAS BEEN COMPILED FROM PREVIOUSLY SHEET NO.:
<. R RPAL' 0 f / _` TOTAL PERMITTED TO BE AFFECTED 233.9 233.9 APPROVED PERMIT RENEWALS AND/OR MODIFICATIONS. wA
Fl ! OTHER:BUFFERS,WETLANDS.ETC, 251.9 245.9 5, FOR MORE SPECIFIC DETAILS AND/OR CONSTRUCTION DIMENSIONS. M EC-1
2 BOX > � OTAL MINE PERMITTED ACRES SEE PREVIOUSLY APPROVED PLANS. 2 g
1 t f j 485.76 485.76 OF:
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Dust Mitigation and Visual Screening Measures --
Entrance road will be concrete or asphalt paved as soon as the plant is
J
Permit Boundary ---- -----. chain Link Fence
constructed. / New driveway pipe to be Adjacent Property Line Road Paved-Existing P Y {p
T will wet the concrete plant area and entrance road as nod oo�i*h ooackar /
truck, s rinklers, or other means. / Internal Permit Boundary Road Paved-Future
p a� Property Line
Tenant ensures that trucks are washed prior to exiting the concrete plant. / installed for new driveway Existing Pit € z__ Road Access y
/ — ,,,..� Body of water « i C V Permittee will install speed limit signs along the entrance road. / J Future Limits of Excavation ,e u
g (pipe to be sized and g settling Cell m -C NN
6-foot Emerald Green Arborvitae trees, or the like, will be installed along the Berm-Existin & Stabilized m c
—�� Ol V
existing fence at 4-foot centers starting at Ponderosa Service Road and stopping with vegetation. Temporary Ec costructure no longer required. Pipe Q �� Z M
at the point where existing trees already screen any activity. Initially, 13 trees A approved by N C DOT). 0 Berm - To be removed Slope °rain a mro mm
are planned for a distance of 52 feet. \ " '^ m S
P q L------ Diversion Ditch 20 N=d J
V Undisturbed Buffer = M N yM. F
If for any reason, one or more trees owned by the permittee or the adjoining / Level spreader
property owner are removed within this buffer area, the permittee will replace the — Treeline Temporary sediment Trap
screening gap with evergreen trees as soon as practical Effective Floodway oEsao, BPDES Sample Location n
— — Contour Index �
Permittee will conduct periodic visual inspections and evaluate the effectiveness soot Contour intermediate stormwater sample Location = o
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of the dust mitigation and visual screening efforts. L / -- sediment Fence
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1060 Pend rosy S Zvi .: "I\lS
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PROP R `Y PR PE
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NORTH ° °
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DWG FILE: ne�au�a-1
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GRAPHICSCALE / ORTY v SCALE:
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INN / " HORIZONTAL:
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1 inch=50 ft. -// _
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SCALA ASSOC LLC
847 WAKE FOREST LEGEND: LEGEND: its
BUSINESS PARK,STE NIF � Permit aoundar J
101 LA SC> �LILL, NIF NIF N� Y Lhai n Link Fence
WAKE FOREST,N 847 WAKE FOREST BUSINESS NIF LIVING WORD FAMILY N!F 1F CAPITAL CITY STOW-N-GO LLC Adjacent Property Line goad Paved-Existin �
THOMPSON WAKE FOREST CAPITAL CITY STOW-N-GO LLC WAY FAMILY LLC I g to
LASCALA ASSOC CHURCH INC 1016 CANTERBURY RD
27587 PARK,STE 101 LLC PROPERTIES LLC 1016 CANTERBURY RD 7713 OAKMONT PL �.-_-_
WAKE FOREST,NC 27587 847 WAKE FOREST PO BOX 61129 RALEIGH, NC 27607 Internal Permit Boundary © Ixoad Paved-Futures
BUs1NESS PARK, RALEIGH, NC 27661 2600 OLD WAKE FOREST RD RALEIGH,NC 27607 RALEIGH.NC 27615 Property Line
STE 101 RALEIGH.NC 27609 i 'v � Road access
WAKE FOREST,NC ------ Exl 5ti ng Plt
�C ~ \ 27587 u.,, - ---- Ii..rr i �- _ Body of Water rL+Lq ? 0 IS
�'��_�_ wa _ U ` Future Limits of Excavation R -C 101,
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� \ 1, BASE TOPOGRAPHY(2-07)PREPARED BY: --"�` � LOCATION: RALEIG)'1
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RALEIGH♦ T CIO of ti CATEGORY PERMIT PERMIT 3356 REGAL DRIVE PPM Inc Of Ra
REAL E -- `' DWG FILE: HAE-RAL-RP-1
s , CURRENT MODIFIED 6 Falls of Neuse RD
ALC)9 -3 37709
FI U � x �` Ral NC 27615
GRAPHIC SCALE 1-1 PO SOX 5 I \ �� FAILING 1 SEDIMENT PONDS 13.5 13.5 (8fi5)970-3115 \
200 0 100 zoo 400 RAL H,N z76o i \ \ i t _ ~- SCALE.
!�\ I i' STOCKPILES 5 0 5 0 2- BOUNDARY INFORMATION FROM WAKE COUNTY TAX MAP,
\ it - WASTEPILES 3. EXISTING MINING PERMIT NO.92-02 APPROXIMATE L S OF iD0 Y OOD PLAIN, INFORMATION F '\ HORIZONTAL:
h � 1- 41.9 41.9 THE NORTH CA LOOD MA NG PROGRAM WESSITE. 1' = 200'
j \ j RALEIGH QUARRY `.
1 Inch=200 Ft. 1 10501 CAPITAL BLVD.
,C3- j i I. ... 11 I ( PROCESSING AREA 1 HAUL ROADS 26.4 26.4 WAKE FOREST,NC 27587 -X VERTICAL:
REV NO: DESCRIPTION OF REVISION: DATE: ,,> F �; x" MINE EXCAVATION 137,4 137.4 [phone] /r�\
OTHER AREAS PERMITTED FOR DISTURBANCE: JIM SPRINKLE,GENERAL MANAGER NG SALES AND OPERATIONS
O AR � � �� ASPHALT PLANT,CONCRETE PLANT,ETC. 9.7 15.7 SHEET NO.:
R T 4 { ' 4. THE INFORMATION SHOWN HAS BEEN COMPILED FROM PREVIOUSLY
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t IGfA NC '� :� " ° ` TOTAL MINE PERMITTED ACRES
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WETLAND. I ,__ ..,_.. . 6739 Falls of N,ale!?h , - - . . I 'k 2 DRAWN: WR
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P DESIGN - HANSON AGGREGATES -RALEIGH QUARRY � 9 , PROPI�P,-r", . .. X
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1. ,. �X Raleigh,NC 27 15 X - . I -
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. - If Rock Baffles Used; . 'X -, wli - UNL) � ­ �'. �11 __ I I CHECKED:
- . /ARY .. - .. - ., -
Drainage Denuded . q, I - I "I .1 1. ,)
Area(ac) Area(ac) Storage Volume Req'd (co Volume of Remaining ­ �3 e � I ; _'. .., I I-_ � (
(Du) (3600 cf/ac Denuded Acre) Surface Area Req'd(so Length Width Depth Storage Volume Provided Surface Area Weir Length Weir Length Rock Baffle Storage ' I I � ____ - V.)_pi�'_�'tll 7- ' % .- . . __�. . I - DATE: APRIL 2021
Basin# (Da) (Q25)(435 sf/cfs) (ft) . . _ . x %..,"��, j - 1; -
A Provided(so Req'd(ft)* � ":
__ - (ft) ­ A Provided(ft) (M Volume(Co I_--:-,-" .. , VI/7, . . .- .� ��. 1� I .
A-1 1 2,26 . 2.26 8136 2342 70 35 4 9800 2450 6.00- 10 5-25 9275 . "_ �y I I � - . - . I . . ..I-1 I 111.1 -­ . .,
, NOTES' . '. �, REGION: �
A-7 1 3.00 . 3.00 "._1_" � " ...., � Ill . . - ­_ .. - - .�;2�'. I. ,, � 1, I., - SOUTH
. 10800 1 3109 1 80 I 40 , 4 1 12800 3200_, 1 7.00-L_ 10 -.1, _. � � N I . 1111 III,III ______. . ", 11 .� I 1.
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Note: 1'of freeboard is provided for each Basin(4.0'Total max depth). Cleanout Basin when 112 full. 125� 7.94 in/hr .", . "�­� I . __ .. CONTINENTAL AERIAL SURVEYS, INC. dford A -iver r�­ ­i__11 .11 " ,'. -
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Surface Area Required based on Q25 flows(C=0.30; Tc=5mjn- 125=7.94 in/hr)- Rainfall Data based on Neuse 2 NE(31-6091)location data. 11 11. . . __ ­k,�.­ / CATEGORY PERMIT PERMIT 3356 REGAL DRIVE PPM In 0_i�a - I - - .11" :
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*Weir length based on Q25 flows(C=0.30-,Tc=5min, 125=7.9�inI I . \%, ;1 . �/? 1_-­1 ... 1. I CURREN-T MODIFIED ALCOA,TN 37701 6 Fall of Neuse RD ---,-- ____ __­ -I__:"I___��__Z___ I I ­_ 11. FILE: MAE-RAL-RP-1
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11 ,\ X '5c/ TAILING I SEDIMENT PONDS 13.5 13.5 [phone] Ra NG 27615 !;:: . I
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11�1� . C�l . � . I 1� . .. 11 STOCKPILES 2, BOUNDARY INFORMATION FROM WAKE COUNTY TAX MAP. . _�__ ,__________�_ '__7_,_, I - - - SCALE:
11 K� I I I / 5.D 5.0 �_
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I.. II _N1 ) . .11, /, WASTEPILES 3. EXISTING MINING PERMIT NO,92 APPROXIMAT�: v ITS OF 100 Y�j_�COD PLAIN. INFORMATION .
. I I � . .� "- � ,I . I . . 41.9 41.9 -02 - HORIZONTAL:
ORTH I A / .I �� L - RALEIGH QUARRY THE NORTH CA>�[60D M M WEBSFFE. ,�1_., 1* = 200'
11 f I 11 11 /. " PROCESSING AREA/HAUL ROADS 26.4 26.4 10501 CAPITAL BLVD. 11
��,; 1'1�i, �, � i I . ( - WAKE FOREST,NC 27587 '��� . X VERTICAL:
REV NO: DESCRIPTION OF REVISION: DATE: � i � I MINE EXCAVATION
�, I ��_.11.;"" 1� �� 137A 137.4 [phone]
� . _____'_ , � - . 1_��11 I
. � I - .-,-.---, / OTHER AREAS PERMITTED-FORDISTURBANCE.' JIM SPRINKLET GENERAL MANAGER NC SALES AND OPERATIONS
I> .. � __ I . . i- ASPHALT PLANT,CONCRETE PLANT,ETC. 9.7 1 16.7 1 -
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<�> GRAPHIC SCALE i, -- 4� THE INFORMATION SHOWN HAS BEEN COMPILED FROM PREVIOUSLY
.-,.;,> 200 0 100 10P 100 �-,I 1, / . I;kA . � � TOTAL PERMITTED TO BE AFFECTED 233.9 1 233.9 1 APPROVED PERMIT RENEWALS ANDIOR MODIFICATIONS SHEET NO.- I
. __ I I . ; . I . . 11 I . �
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� I <�> � I Q!!�IIIIIIIIIIIIIIII��� �_. )2,�� .." �� - .- 251,9 245.9 5. FOR MORE SPECIFIC DETAILS AND/OR CONSTRUCTION DIMENSIONS, M&EC-4
, -
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I � 1 inch-=-200 Ft, '11�� . "I X'_­ ,-"' '. K - 'I', TOTAL MINE PERMITTED ACRES 485.76 485.76 C-1 OF: 8
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1.ROAD BASE CONSTRUCTED OF 3"S9.5B ASPHALT,4"
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DRIVEWAY DETAIL
TYPE"A"
SEEDING SCHEDULE FOR
DATE TYPE PLANTING RATE
DATE:
MAR. 15-MAY 15 PERRENNIAL SEED MIX 10 LBS/ACRE
N.C.WILDLIFE RESOURCES
COMMISSION
MAR. 1 -JUN. 1 SERICEA LESPEDEZA(SCARIFIED) 50 LBS/ACRE rrJ
& j
(MAR, 1 -APR. 15) ADD TALL FESCUE 120 LBSIACRE
(MAR. 1 -JUN.30) OR ADD WEEPING LOVEGRASS 10 LBSIACRE
(MAR. 1 -JUN.30) OR ADD HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
JUN. 1 -SEP 1 *** TALL FESCUE AND 120 LBSIACRE
*** BROWNTOP MILLET 35 LBS/ACRE
*** OR SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE
SEP. 1 -MAR. 1 SERICEA LESPEDEZA(UNHULLED- UNSCARIFIED) 70 LBS/ACRE W
AND TALL FESCUE 120 LBS/ACRE x >mr�
(NOV. 1 -MAR 1) AND ABRUZZI RYE 25 LBSIACRE Z uj
TYPE"B"
SEEDING SCHEDULE 10'MIN.
TREES DESIGNATED SHALL TOP WIDTH a
BE WRAPPED WITH 4"WIDE NEVER CUT A LEADER p� 0
TRUNK WRAPPING MATERIAL V/
SHOULDERS,SIDE DITCHES,SLOPES(MAX.3:1) MADE OF TWO COURSES OFui
CRINKLED PAPER CEMENTED ROAD ADJACENT Lu
! QUARRY SIDE OUTSIDE
SLOPE TO
PROPERTY SIDE
MATERIALWITH BITUMINOUS OPERATION SIDE �-
DATE TYPE PLANTING RATE SEE DETAIL THIS SHEET INTERIOR n
THIN BRANCHES BY 1/3 q0
AUG. 15-NOV. 1 TALL FESCUE 300 LBS/ACRE RETAIN NORMAL TREE SHAPE 2 g GQO *e
NOV. i -MAR. 1 TALL FESCUE 300 LBS/ACRE 1 r
& ABRUZZI RYE 25 LBSIACRE 2'2,.X 2"ROUGH SAWED SIDE SLOPE // 1 15'HEIGHT QJ6` .:°8 a To W U)
HARDWOOD STAKES FREE OF /. �/ • o+ a O> ui MAR. 1 -APR. 15 TALL FESCUE 300 LBS/ACRE DEFECTS THAT IMPAIR 2:1 TYP. a.o�eRy�� �y W
APR. 15-JUN. 30 HULLED COMMON BERMUDAGRASS 25 LBSIACRE STRENGTH. DAMAGED WOOD j�` MIN. `o.;A'��°O 1s;.';: w O
JUL. 1 -AUG. 15 TALL FESCUE AND 120 LBSIACRE ON STAKE TOPS SHALL BE / ,/ �/ / // LEXlSTING a a.e tlaee y �a++°.��
'** BROWNTOP MILLET 35 LBS/ACRE CUT OFF EVENLY ./ / / GROUND a- ^•° +'Y °'�±�e�+�v'� +"`oe
*** OR SORGHUM-SUDAN HYBRIDS 30 LBSIACRE \ \ \ \ \ \ \ •��
:e •vim++'
NEW OR USED 2-PLY TYPICAL CROSS SECTION
a; •�'wLu
SECTION THRU BERM �•° v>6o+A��+�
SLOPES(3.1 TO 2.1) TWISTED GALV.WIRE 12 GAUGE REINFORCED RUBBER GARDEN
HOSE LESS THAN 30'3 N HEIGHT
MAR. 1 -JUN. 1 SERICEA LESPEDEZA(SCARIFIED) 50 LBSIACRE NCDOT#5 OR#57 WASHED STONE °• : O
TRANSPLANTED TREE SHALL BE 2"
& HIGHER IN RELATIONSHIP TO FINISHED 1 . OW �`��
(MAR. 1 -APR. 15) ADD TALL FESCUE 120 LBSIACRE GRADE AS TO WHERE PREVIOUSLY 2"PINESTRAW MULCH AROUND Z Z
(MAR. 1 -JUN.30) OR ADD WEEPING LOVERGRASS 10 LBSIACRE PLANTED TREE PIT
(MAR. 1 -JUN. 30) OR ADD HULLED COMMON BERMUDAGRASS 25 LBSIACRE 49
JUN. 1 -SEP. 1 ***TALL FESCUE AND 120 LBSIACRE NOTE'
*** BROWNTOP MILLET 35 LBSIACRE SAUCER A. NCDOT#5 STONE IS PREFERRED.PAD TO BE 100FT.L X 20FT.IN 61N.D MIN.
**" OR SORGHUM-SUDAN HYBRIDS 30 LBSIACRE REMOVE BURLAP FROM A SMALL BERM SHALL BE CONSTRUCTED ALONG TOP
TOP 1/3 OF ROOTSALL OF BERM TO PREVENT RUNOFF ALONG SLOPES. B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS IS TO BE PROVIDED.
SEP. 1 -MAR. i SERICEA LESPEDEZA(UNHULLED-UNSGARIFIED) TO LBSIACRE _ _ _
w DETAIL
NOV, 1 -MAR. 1 ADD ABRUZZI RYE 25
C. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT
III--I I I I-i I I
AND TALL FESCUE 125 LBSIACRE LBSIACRE OF MUD ONTO STREETS, PERIODIC TOPDRESSING MAY BE NECESSARY.
-I I III O NOT£
TOPSOIL MIXTURE 18„ F 1.SLOPES SHALL BE TRACKED WITH A DOZER DURING CONSTRUCTION TO AID IN THE ESTABLISHMENT D. TEMPORARY PADS MUST BE LOCATED ON EACH SIDE OF ADJOIN lNGROADWAY.
-III I II i iIII_ OF VEGETATIVE COVER.
SEEDING SCHEDULE FOR I 2.ALL EXPOSED AREAS SHALL BE STABILIZED BY ESTABLISHING PERENNIAL VEGETATIVE COVER WITH SEED �d
REVEGETATION BENEFICIAL TO WILDLIFE +
:III-I I AND MULCH WITHIN 21 DAYS OF CONSTRUCTION.
GRAVEL CONSTRUCTION ENTRANCE DETAIL cm 2w
!{I I I�
DATE TYPE PLANTING RATE .I _I I� y/
I I -I f I-1 y �T "
fwOT TD S•CA.L.E �i,
VISUAL BARRIER BERM WITHOUT SLOPE DRAIN DETAIL ,
I.. I I I-III-III I I ..III.- 0 NOT TO SCALE IN
FEB. 1 -APR. 1 €(OBE LESPEDEZA 20-40 LBSIACRE ra- c
DRIVE PIPE
FEB. 1 -APR. 15 ORCHARD GRASS 15-25 LBSIACRE D + 20'-0"MIN. ."�+
MAR.-APR. SHRUB LESPEDEZA 16 LBSIACRE VARIABLE FROM 12'-0"10 16'-0"
MAR.-APR. SWITCHGRASS 6-8 LBSIACRE 2D + VAR. VAR. l i• I-.APR.-MAY BAHIA GRASS 25-35 LBS/ACRE WIDTH WIDTH L6 !�,
APR. 15-JUN. 15 LOVEGRASS 4-5 LBS/ACRE ul
VAR.SLOPE VAR,
TREE PLANTING DETAIL O
UJ
0
NCDOT STANDARD SEEDING MAY BE USED IN LIEU OF ABOVE REQUIREMENTS.
NOT TO SCALE VAR.SLOPE A
TYPICAL PLAN VIEW PROPOSED 0,
NOTES; DRIVE
1.STAGGER THE PLANTING OF LOW GROWING TREES ANDIOR SHRUBS IN ORDER TO PROVIDE VISUAL SCREENING. PROPOSED PIPE OUTSIDE DIAMETER
** TEMPORARY-RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. -� W MIN- 2.PLANT TWO ROWS OF TREES AND/OR 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 B FT.IN HEIGHT. SHOULDER DRIVEWAY TYPICAL SECTION
FESCUE MAY BE SHADED OUT. COMPACTED EARTHEN BERM POINT BLEND INTERSECTION
COMBINATION TREE PLANTINGS BERM DETAIL GENERAL NOTES: f SLOPES
2 NOT TO SCALE
BLEND INTERSECTION
SEEDBED PREPARATION ��
1 �- 1 SLOPE 1. ALL DIMENSIONS GIVEN ARE FOR MINIMUM SLOPES l
\`
18"MIN. 1• CONDITfONS.PROPER ENGINEERING
i /• DESIGNED: WR
_ \�\� JUDGEMENT MUST BE USED IN
4. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL � �\� �\�\�\�\�\� / �//\�f\��� C(LINING CLASSIFICATION)
2. RIP NTHEIONS, IF ENTIRE AREA TOLE.E INCHES DEPTH. \ ,`/\\ \`��// � �/��`/��\�e��/\\���\!,\�`� 1 3- 3 1/f�� - �� WIDDETTHS,INING DRIVEWAY AND PIPE LENGTHLOCATIONS, SHOULDER
DRAWN WR
/,��
3, REMOVE ALL LOOSE ROCK, ROOTS,AND OTHER OBSTRUCTIONS LEAVING SURFACE ��\�� b �, 2. FACTORS SUCH AS VEHICLE TURNING POINT
REASONABLY SMOOTH AND UNIFORM. 3 1 3 q�s RADIUS,TRAFFIC VOLUMES,DRIVEWAY
4.APPLY AGRICULTURAL LIME, FERTILIZER,AND SUPERPHOSPHATE UNIFORMLY AND MIX A 1 (°p� SKEW,OFFSET DISTANCE OF PIPE FROM CHECKED; WR
WITH SOIL(SEE BELOW*). TEMPORARY COMBINATION DIVERSION AND BERM DETAIL a� EDGE OF PAVEMENT,PIPE DEPTHS,AND
S. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED,FIRM, REASONABLY UNIFORM SEEDBED DESIGN SPEED SHOULD BE CONSIDERED X DATE: APRIL 2021
IS PREPARED 4 TO 6 INCHES DEEP. IN DETERMINING DRIVEWAY WEDTHS. X
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING B _ 3. THESE AREAS ARE TO BE USED TO BLEND BLEND INTERSECTION SLOPES
EQUIPMENT OR CULTIPACK AFTER SEEDING. THE INTERSECTING SLOPES TO THE REGION: SOUTH
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. NOT TO SCALE vARIaaLESLOP� PROPOSED DITCH -
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN COMPACTED EARTHEN BERM. DITCH# A FT B(FT) C
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 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 FERTILIZATION D3 1.34 0.00 GRASS WITH TEMPORARY STRAW WITH NET LINER USE AT LOCATIONS AS DIRECTED BY THE ENGINEER
AFTER PERMANENT COVER IS ESTABLISHED, D4 1.74 0.00 GRASS WITH TEMPORARY STRAW WITH NET LINER SEE NOTE 1 VARIABLE DWG FILE: HAE_RAL_RP-1
R D5 1.57 0.00 GRASS WITH TEMPORARY STRAW WITH NET LINE
* APPLY:AGRICULTURAL LIMESTONE-2 TONSlAGRE OR 3 TONS/ACRE 1N CLAY SOILS 3.0. 1.5 //�� /� / 1.5 D6 1.81 0.00 GRASS WITH TEMPORARY STRAW WITH NET C/L DITCH LINER PROPOSED DRIVEWAY FINISH GRADE VARIABLE SLOPE SLOPE
FERTILIZER-1000 LBSIACRE (10-10-10) ��� \ D7 1.27 0.00 GRASS WITH TEMPORARY STRAW WITH NET LINER
1 �\ y\`/��f��r 1 SCALE:
SUPERPHOSPHATE-500 LBSIACRE (20%) / / � / � � D8 1.56 0.00 GRASS WITH TEMPORARY STRAW WITH NET LINER -
MULCH-2 TONSIACRE(SMALL GRAIN STRAW) \//a �� �� �`/���,��/�� D9 1.37 0.00 GRASS WITH TEMPORARY STRAW WITH NET LINER PROP,PIPE HORIZONTAL:
ANCHOR-ASPHALT EMULSION AT 450 GAL./ACRE /\% ��/ ' ' 2 VqR SRO �PR,5�aP�
AS SHOWN
PLAN 1. GRASS CLASSIFICATION, RETARDANCE CLASS B,FROM THE NORTH CAROL.INA EROSION VERTICAL:
��✓ AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
REV NO: DESCRIPTION OF REVISION: DATE: TEMPORARY DIVERSION CHANNEL DIMENSIONS
SECTION X-X
DRIVEWAY PIPE CONSTRUCTION DETAIL SHEET NO.:
O TRAFFIC SURFACE NOT TO SCALE
NOT TO SCALE
3 VEHICLE DIVERSION BERM BETA€L
a NOT TO SCALE B
1 OF:

I
' '� • •
ci
J
db
J
4'MIN, I I,;w.�. W
NOTES: • w
1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP. s
SILT FENCE FABRIC INSTALLED • :- , •: ." ". d o
Q
2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL. MINIMUM 10 GAUGE LINE • o` N
O
3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL, WIRES TO SECOND WIRE FROM TOP c `c tz�
\ MINIMUM 12-1/2 GAUGE INTERMEDIATE rn =
4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING,MULCH WITH iAC,AND/OR EROSION CONTROL NETTING. - . WIRES a o
\ l _ TOP OF SILT FENCE
__ • -I - --- - - -_ _. - I ,-,I I•I I ;I I� _
:. . OFt
MUST BE AT LEAST
AHOVTHETOPOF NY2J
THE CDy= IOW
GRADE
WASHED STONE a_.
•
2'_MIN. _ �u
WASTE
Aj�� op 2'.A110 - S ED&MULCHI AFTERMPACT, - \ _-.-. III FRONT VIEW 0
S� CONSTRUCTION OF DITCH II BURY WIRE FENCE,FILTER FABRIC,ANC 0 I--
FRONT VIEW
F Illlll HARDWARE CLOTH IN TRENCH.TRENCH IN W
-" SKIRTS'VERRCAEEYANN6HCRIZUNTALLY,
STEEL FENCE POST I ATAMIMMUM.
. - STEEL POST WIRE FENCE MN IT INOSOU 4� v
- _ NOTE: • STEEL FENCE POST
SET MAX 2 APART
VAR. soup
GROUND
_ 0'_2 1 -- --WOVEN WIRE FABRIC
CC
1tp�- - �___ HARDWARE CLOTH Wm
2' - 1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED - SILT FENCE FABRIC W
77
III 114 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW. 1
_—_ FILTER OF MS]
—_ 2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO PROVIDE Q WASHED STONE Z
'III III-III STORAGE VOLUME FOR THE NEXT RAIN AND TO REMOVE FILL SLOPE ,
PRESSURE ON THE SILT FENCE. '� �/ Ail . &FILTER FABRIC
08�III ON GROUND
0
�O�� ---GRADE m op�o0°o NOTES
CROSS SECTIONAL VIEW REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
°°��o ob 2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
_ � S4s- -�8"MINIMUM COVER OVER SKIRT. /
EXTEND SKIRT 4"HORIZONTALLY
WITH B"COVER. BURYWIRE CLOFENCE.FILTER SARNI IIE.TRENCH.TRENCH / BURY TOF UPPER EDGE OF
HARDWARE
SKIRT S'VERTICALLY AND 4'HORIZONTALLY, FILTER FABRIC IN TRENCH
ATAMINIMUM.
SIDE VIEW lUl SECTION VIEW
STANDARD TEMPORARY DIVERSION DITCH STANDARD TEMPORARY SILT FENCE STANDARD SILT FENCE OUTLET
� I
Diversion I _ = n r-I Island over inlet
I - - � E?ikf. � 'al`t / k
III--= TOP ELEVATION OF STORMWATER 0.5'-1' �' �, ` 9
II-III-Il — . . _ . .. _ . . . _ . . . —.. . — . . . —. . . —
=1 I-MI�i . Class 8 RI Rap
#57 WASHED STONE a•a: ' vk _ It•trxa; �_ fPtlYi Baffle
- MAX. VARIES Hold-drawn Is � '� , ,,+�" , � i �.,. r � DATE:
. _ ill �111 '� -►
EXISTING SLOPE �1(fl�,-II In "-III=I - - - _ -
- tTf�=l i'-m__ _ - III -�TL -
#1 RIP-RAP -
VARIES rll =•!W—( ,,,�� ' I I Imo" - r J
� Inlet ( _ t �i F"
EXISTING SIDE VIEW � �I spacing ` �^ f III (I �`Il )�� Saw n 33%of � 6676of y
�f f I i l i td 1� I i �► Basin Basin Z
SLOPE EXISTING l i... nlet Lergin VI �h Outlet W �
SLOPE _ I� `` I X V
II =11111I1�� Plastic L I�I laas
� O W I—
I - VARIES
Ii1;l' corrugated ` ► ����� 0 Q Q
Ripe
-II y W
T op of / ,
i KEYED RIP RAP r(�- �"'®_ Gloss B Rip Rap Baffle Dimensions `U Y ova
VARIES Top 1.3 2' r i Z
_ I� r° I fill (island) Bmtomwdrh-8' Q N
/ ���
Stabilize �`
' TaP 4' mn --► F
I dversion f Class B Rip Rap Baffle Plan Detail W W W
�1=I1 it III #57 WASHED STONE iu
=ri=rli=m=�i=Trt=111=rrl_ IQ iJ#I@t A q -- ,�y
lf _ rr :1 { �I �. ' �1 0_a'rlWi ,^
_ r ` spill"
Top of Berm 0 Q G
FRONT VIEW EI ! i 9 "1
i I f I �'rTIIF1 a 1AS Prin ,..I 3.') Inlet. Elvaton �/ LL
-~' �_ liiirl �I� � . Top Elevation ii W
,�•♦•y• ";*t ,. of Ra+�'- of Baffle
4 ' min Dh+emion r — — •.=' _. .. �T G Z
ie'vel section
ct�tlrn el _ _ _ _ t, / _ _'I I I _,Starnye Elevot on ._. - - y
Z
gt
STANDARD CHECK DAM TEMPORARY SLOPE DRAIN Class B Rip Rap Baffle Elevation Detail
BAFFLES WITH METAL T-POST, WOVEN WIRE NOTES W-0'
: BAFFLES WITH METAL T-POST,
FABRIC BACKING AND COIR FIBER NETTING 1. DRIVE STEEL FENCE POST AT LEAST /8 INCHES INTO SOLID GROUND. TOP WOVEN WIRE FABRIC BACKING Material &Construction Specifications
OF DAM AND COIR FIBER NETTING
I
SEE BAFFLE DETAIL SEF' 2. WOOD POST ARE NOT ACCEPTABLE. 18. (SEE SHEET 1 of 2) Liu Class BRllRapSpedflwtlOns
(THIS SHEET) / O'Nbl 3. DIRECT WATER TO TOP OF BASIN USING PROTECT WEIR NTH FILTER _ Thickness 1119 lnches
BOTTOM ANCHORED dO STABIUZED DITCH, SLOPE DRAIN PIPE FABRIC AND RIPRAP 5� - / _� Baffle Width Min 2,Max a' N Z
WITH STAPLES OR OTHER APPROVED METHOD. FILTER FABRIC) Dl 0
\\ � w e a h, I .T*nRM"StMOO 244 7H lb/ft
SKIMMER WITH RETRIEVAL ROPE
o n _ Flaw Ve >12 ft/sec �
(SEE DETAIL 04000.18) _- Weight 130 lb/cf
_ _ �I Minimum Width 10 Feet
v, j
TOP OF �� - L F I _ _ M-wo -Ili-v
m I�
L, Im - I I- z II 'IJ TF
IATn - I-^ ,-DAM 5'-0" 6' STONE FABRIC WI STONE APRONIlan
E The baffles will be constructed using not compacted pass B Rip Rap meeting the 2012 NCDOT- I u nr-N=� 1-- m r� W
LENGTH CC •�
�TQ2r Standard Specifications for Roads ardStructures in Table 1042-1. sy Q Q
1. SE SEDIMENT TRAP CROSS SECTION FOR DRAINAGE AREAS NOT EXCEEDING FIVE ACRES. li
2. EARTH BERM SHALL BE STABILIZED w/SEEDING ACCORDING 0
BAFFLE DETAIL TO TOWN SPECIFICATIONS. TABLE 1042-1 CC
ACCEPTANCE CRITERIA FOR RIP RAP AND STONE FOR EROSION CONTROL
CORKSECU FIBER
ERH � I MATTING. DESIGN OF SPILLWAYS TOP OF uAM - _f , LINE WEIR WITH RIPRAP r-w -TOP OF D - Class �Qub"e<1 Stone Stzes,Inches
_ AM �Ilnlmam Midrange Maximum
- DRAINAGEREA WEIR LENGTH I H L LI IIIH- III - WEIR II I � B S 8 6
ZIP TIESEII Y- H� II IILI-IIJI 10
(ACRES) (FT) �I LI�.I-II 1111 nl LENGTH WEIR - �\ 1 4.0 „- 17
Ills' 2 6.0 FILTER FABRIC III ` DITCH AND BURY 29 14 23
MIN. 3 8.0 �lalI IIIII�IIINII I- H T�111 FILTER FABRIC EDGE
ZIP TIES (MIN. 12' OF FABRIC)
No more than 5.0%of the material furnished can be less than the minimum size nor no mote DESIGNED:
5 12.0 WR
I�lill l l ll1l itllu
�\ PVC I - than 10%of the material can exceed the mauimum size specified,
E
DIMENSIONS SHOWN ARE MINIMUM �PIP �'IIIF-
FLOW DIRECTION ,-
STAPLES I I . O � DRAWN: WR
GROUND Maintenance WEIR CROSS SECTION CHECKED: WR
'-1 I I-1 11=1 I I=1 I =I I I=1 I1=1 11=III-1 I I I I I —I 11=1 I I—
_ • The baffles will be inspected at least once a week and after every rain event MAINTENANCE • Access to the baffles and the basin will need to be maintained for the Rfe of the basin to allow DATE: APRIL 2021
PERSPECTIVE VIEW WOVEN WIRE FABRIC. -III=1' III=f = 1IN • INSPECT TEMPORARY SEDIMENT TRAP AND EMPTRY TRAP OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE for repair and maintenance of the baffles and basin.
SECURE WITH NYLON ZIP TIES. - �I '' M'N- SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN a Once the sediment acamulatlon has reached 50%of the designed storage depth the
sediment will need to be removed.
IIIII III= i DEPTH OF THE BASIN. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA. REPAIR BAFFLES. REGION: SOUTH
1
• CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT
= =j • If the Rip
'-III IS A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENTRap baffle becomes dogged due to sediment accumulation restricting the flow of 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. LOCATION: RALEIGH
T-POST • STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE BASIN
STANDARD TEMPORARY SEDIMENT TRAP
IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING AND MATTING, AS NEEDED.
DWG FILE: MAE-RALJtP-T
- 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:
s SHEET NO.:
X-6
I OF: I
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N/F
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PROJECT LLC N/F LOOPER N/F
S15 W JUNIPER AVE LppPER MASSEY
WAKE FOREST, NC PROPERTIES MASSEY N/F N/F N/F KEITH, J LINWOOD N/F H
PO BOX 1455 PROPERTIES LIVING WORD FAMILY KEITH, 30EL L TRUSTEE
27587 WAKE FOREST, NC 27588 PO BOX 1455 CHURCH INC TJ40MPSON WAKE FOREST ii<EITH„ .3 .LIN[WOOD 1616 FOR'ES V fLLE RD WAY FAMILY LLC I � R
PROPERTIES LLC KEITH, JOEL L TRUSTEE 7713 OAKMONT PL +
WAKE PO BOX 61129 ` WAKE FOREST, NC 27587 a
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- \ - 1" � •-1 �. ,, {F Existing Haul Road
VNDIST REED ✓ � f \ •- S ��Ih � !�� f f i `,
ti 1 1 /j �� ? Permitted Haul Road
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RE AI / Notification
t�E FOREST NC 27587 �' : 1' � 41 Marker
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Water Sample Location
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APPROXIMATE LIMITS-,0F 100 YEAIl_-FLL@)OD-_.Pj,AIN.�
INFORMATION FROM THE NORTH CAROLINA4 PLO© P-PING~
_ - \
PROGR�AKI-WEEtSITE, _. . -
-
N F 1. ~`., NOTE: INbICATED WETLAND LIMITS ARE `� `'.. ��1 !/ �`';, �' -.`_` .-_.� WR
- /
�\ RALEIG / !OF _. FOR THAT NEAREST TO DISTURBANCE.f �� r�?'a" �- ,. .. - ! 3: --
'CITY R 1L THE LIMITS SHOWN DO NOT INDICATE �, ,� ] 0 � -- �' ., � � � - ��` y�w_/
6 4
ESTATE OFFICE T OF THE AREA';WEST OF THE �: y � . ` �� ti, DRAWN: WR
PO BOX 590 DESIGNA D LIMIT I5" WETLAND. �, N/F �f — ARQ
�- RALEIGH, NC 27602 / BPANDYWINE�"LC \ �T'I, t
CHECKED: WR
44$ VIKINf- sT� 220 � � I,Lp�� a �
\ V4 ( VA B EAC�VA 2 2 — _� / �ti $R y & \ t I
DATE:P - APRIL 2021
DER
REGION:
SOUTH
NOTES:
NORTH �•� \ =O 1. BASE TOPOGRAPHY (2-07) PREPARED BY: _ _ -:� " ' �t LOCATION: RALEIGH
_
\ \ N/F " {^ HA-RALEIGH-M&EC-1
Nw J CONTINENTAL AERIAL SURVEYS, INC.\ 3356 REGAL DRIVE BRANDYWINE�"CLC •`�= _.._�
DWG FILE:
448 VIKING DR STE 220
ALCOA, TN 377Q1 VA BEACH.,. VA 23452
(865) 970-3115 ~ _
_
GRAPHIC SCALE � � � O� �: SCALE:
200 0 IOU 200 400
1 Q i r 1 2. BOUNDARY INFORMATION FROM WAKE COUNTY TAX MAP. HORIZONTAL:
APPROXIMATE LIMITS.OF-100 YEAR FLOOD PLAIN.---J '-
� - r 3. EXISTING MINING PERMIT NO. 92'-02 INFORMATION FROM .THE NORTH CAROLINA FLOOD MAPPING �� - 200�
RALEIGH QUARRY PROGRAM WEBSITE: �� VERTICAL:
1 inch =200 Ft. .� f
10501 CAPITAL BLVD. _._..__✓
WAKE FOREST, NC 27587
REV NO: DESCRIPTION OF REVISION: DATE.: ! � �� \-� �\iUFFER � + � �� (919) 556-4011
- �. ~� JIM SPRINKLE, GENERAL MANAGER NC SALES AND OPERATIONS SHEET NO.:
RALE
AREA_. � til � � �!' �,.
TG '�y. 1 .1 4. THE INFORMATION SHOWN HAS BEEN COMPILED FROM PREVIOUSLY
\f ` C/O CITY RE f APPROVED PERMIT RENEWALS AND/OR MODIFICATIONS.Q ESTATE OFFICE ��i�. 4 i -,/* =WY" I ! { l 1 f f S. FrOi.F�?; VQf?1- LF1� QYfftg1L% 14WI CONSTRUCTION DIMENTSIO�NS, cu C3
1 R SIGH NC 27602 I - l\ �\[ / "r SEE PREVIOUSLY APPROVED PLANS. 0F.-