19990516 Ver 1_Complete File_19990505

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
•
A7 612
Room
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
May 22,1999
Buncombe County
DWQ Project # 990516
APPROVAL of 401 Water Quality Certification
Mr. Mike Poplin
Vulcan Materials Co.
P.O. Box 4239
Winston - Salem N.C. 27115
Dear Mr. Poplin:
You have our approval, in accordance with the attached conditions, to place fill material in 35 feet of waters acres of
wetlands or waters for the purpose of constructing a railroad crossing at Enka Quarry, as you described in your application
dated 20 April, 1999. After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 3103. This Certification allows you to use Nationwide Permit Number 14 when the Corps of
Engineers issues it. In addition, you should get any other federal, state or local permits before you go ahead with your
project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water
Supply Watershed regulations. Also this approval will expire when the accompanying 404 or CAMA permit expires
unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us and send us a new application. If the property is sold, the new owner must be given a copy of
this Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for
this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC
2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification. This
approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General
Certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must
act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh,
N.C. 276 1 1-7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
have any questions, please telephone John Domey at 919-733-1786.
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
Larry Barthelemy; Ledford Eng., Inc.
Sin rely, 4)1-f ?-L7
Stevens
990516.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd, Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
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LEDFORD ENGINEERING INCORPORATED
Consulting Engineers, Geologists & Land Surveyors
306 West Haywood Street
P.O. Box 2217
Asheville, NC 28802
[phone]
1-800-654-8891
FAX [phone]
April 20, 1999
John Domy
NCDEM
4401 Reedy Creek Road
Raleigh, NC 27607
Re: Vulcan Materials Company
42" CMP Extension
Dear Mr. Dorny,
Please find enclosed, for your review and approval, seven Pre-Construction Notification
Applications for the project referenced above. I have also enclosed the letters sent to the Corps
of Engineers and the Wildlife Commission, three copies of plans, and an USGS map of the site.
Basically, Vulcan Materials wants to add two railroad spurs into their existing rock quarry. To
do this, they must extend an existing 42" CMP by 35 feet. This CMP carries an unnamed
tributary.
If you have any questions or comments please feel free to contact me. Thank you for your
cooperation.
Since ly,
Larry K. Barthelemy, IV, E.I.T.
Enclosures

qwss??
DEM ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT V'):
PRE,-CONSTRUCT I ON NOTIFICATION APPLTC_aT 7ON
FOR NATIONWIDE PERM(ITS TEAT REQUIRE:
1) NOT=IC.'%TION TO = CORPS OF ENG."MZRS
2) APPLICATION vOR SECTION 401 CER==C?._SON
3) COORM=mxTSON W= T=- NC DIVISION OF C;.J1 =L.L bvaaG=xr.`7'1'
S'e..*ID T_ ORT_GINAL AND (1) COPY OF 7F2S CCl*_P_T.e.Z'F?7 FORM TO TFM APPROP_RT.i=
F1"_I.D OFF'rC= OF =--. CORPS OF AG"ZNCt ADDRESS= SaM7T) . ,SLTTE.v
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENV'_TRONME_NT. l Y_3?.NAGZ-!?_=NT
(SEE AGZNCY P.DDRESSES Sn._E_) . PT?ASE PRINT.
1. OW ERS N?ME :
2. stn-LING ADDRESS.
SuBDIV=SIGN NAVE: C /Vi A (V uAgg,K
CITY: (?/M??TO?y ` SL1L.GrI?J S i ='D_ : Ale_
ZIP CODE
PROJECT LOCATION ?.DDR SS, !NC.:.,uDING SUBDT_V_CTON N=ME (77 D_RENT FF,CV
M _ILING ADDRESS A.BOVE)
3. TELEPHONE N'U'MBER (HOME) (WORK): 7Yl4,--acy7
4 ' I? r?PZ,IC?. L AGE 1T' S NAME OR RESPONSIBLE CORPORATE OF_ _CT_Az, ??DRESS,
PHONE NUM_ER:

Is-
S . LOCATION OF WORK (PROVIDE A MAP, PREFE.M.BLY A COPY OF USGS TOPOGRAPHIC
M_n.P OR AERIAL P.iOTOG L'%PHY WITH SC,--..LE) :
COONTY : ynJGt7/'1Jfje NEAREST TOWN OR CITY:
G N4,4 ap /7•Sy&Cf/uz_
1
SP=_TF_TC LOCATION (INCLUDE ROAD
NIIM?T ERS , LP.NDM_? RKS , ETC .) : U S / 9 -Z ?Sc? T' /NIB. ES
7-11 CE -7#6- L4,-11
6. M*PACTED OR NEPREST STRE;LM/R=!ER:
R_'1'VER BAZ--N: /'- ?u.
7a. IS PROCECT LOCATED NEAR WET ER CLASS
(S ) , HIGH QUAL7-11 I?; D AS TROUT, TI-DAL S?T,Trn'A_mS^
1
OUTST:UNDINC- RE SOURCE WATERS (ORW) h_._R
SUPPLY (WS-_7 OR WS-__) ? YES [ ) NO ?• IF YS, E.:DT._rT.
7b, IS THE PROJECT LOC TED WIT?:=N A NORTH C?ROLIN?
OF ..:TG' r ?•?- DT_VE-:ON OF CO c;' -
s30N2? N _- CONCERN (P?C) ? YES [ J NO
7c. IF E PROJECT ES LOC.!-TED W_TL_N A-COAST_=r. COUNTY (SE- .. PAC 7 FOR
OF COASTAL COUNTIES) , W'r T I_ THE LAND USE pL.;LN (LD?) DES=?T ^=0N
8a. ?_ VE PNY Sr"ON 404 PERMIT
_Y PREVIOUSLY REQUEST-70 FOR USE ON
THIS PUS PER 7T tNS [ ] NO (1/ I' YES, PROVIDE ACT_TON T .D. ?3s??O PER_M__ VD A,'VY P?DIT_=CN _TNF0FbL-T=ON •D• NLZ_?_= OF
C=3TI.=C-- ON) - {=NCr ?IIDE _c:CT000PY O: 40?
1TT
8b. PRE P.DDIT30N.- , P-RPM-T REQUESTS EXPECTED FOR THIS PROPERTY IN THE
?TURE? YES [ ] NO [ IF YES, DESCRIBE ANTICIPATED WORK:
9a. EST_TI?z1TED TOTAL NUMBER OF ACRES IN. TRACT OF LAND:
9b. EST=2--fnTED TOTAL NUMBER OF ACRES OF WETLANDS LOOTED. ON PROjc.CT SITE:7?
2
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PRO,cCT BY:
FILL=NG: O. hoa% EXCAVATION:
EMOODING: OTHER
DRdZNAGE: TOTAL ACAS TO BE ZM°Z'ACT-r..D:
10b. (1) STRE.M CHANNEL TO BE IMPACTED BY THE PROPOSED PROjZCT (_
RE.:OC =D, PROVIDE DIST?.NC BOTH BEFORE AND A. ;=:-R
RcI.OC3TSC?"^
L-NG= BEFORE: _ 3S F"^ AFTER:
W DTE BEFORE (based on nor-aal 'nigh water contours),
WIDTH AFTrR:
AVERAGE DEPT'S B7zOR : _ Q.W r•^ IT.-cR: S'
(7) STRE'--Y. L`::3-NNGJ i%f=zj z r]-TT -•C Ln??p ••\ )
OPEV CHANNEL R=' OC ::ION: PI.?_C=. ENi OF pzp^
IN Cam: ?TNL:,:
C P-NNE : EXCAVATION: CONSTRUCTION OF A DAM/ZjOOD=NG:
OTHER :
11. I. =' CONSTRUCTION OF A POND IS PROPOSED r_ T TS THE SIZL OF T-=
W T_°RSciED DR :.=NZNG TO THE POND? ?
WHAT IS TLE POND SIIRF:.C ARE.=.?
12.•DESCR_Dr70N OF PROPOS=D WOFy INC?,UD.ING D:SCISSION OF myPc- or
i! CE:a.N=C.rT, EQUIPMENT TO BE USED (A TTAC PL?_
ONLY) NS : 8 1/2" X 12." DR.:tv=NGS

-a ee-eA -/v Ab
_?t>2 S
?G71//?irlE•7u!'? .f' ??C .? ?,y,? ?ry?t?i9'GT1?R •--
13 - PURPOSE OF PROPOSED WORK:
. 3
w .
1 4 . STATE R '%SONS WHY IT IS BEL==VED THAT TH_7S ACT=V---Ty MUST BE C'-R_ Z_M
OCT IN WGTL?NDS. (INCLUDE -MY MEASURES T.IKEN TO WET-T1-ND
L'-upaCTS) .
"TO Gy C7L/&/Z /ST/A.1G c_. Z6,=_ 'C '?-i -' yiuS
15 . YOU a 2 R QII=RED TO CONTACT THE U.S. r = SH .-ND W;LDL= _ , SER4iC=
(US,-ERS) AND/OR NATIONP.L t_n.R_NE SFEz_TES SCRV=CE (NMFS) (SE_ AGENC'.•
:?DRt SSES S ;_:) R=:.?;.RDT_NG THE PR_°Sc`iC E OF ?NY FEDER-?T,LY L_S.'Z OR
?ROPCSED FOR LISTING ENDFNGER_°D OR THR mEN_D S?EC==S OR CRZ 4r TC. _T, ???I-.._
Ry7T
T: ?T I_?v BE --4= TED B, :H-E PROPOSED PRO=. D __
.N T::E P=
CONTACTED: ;wia ?11/y GATT?.C ? S?ONSES -..
FROM THESE _.GENC;_ . )
16. YOU .R R QU=RED TO CONT C_ THE STATE HISTORIC PRESERV _ION 0='ICER
(SHPO) (SE... AGENCY ?.DDF SSES S _I=) REG_ RDtNG THE PRrSLNCE OF h-STOR_C
PROPERTIES IN THE PERM__ =R=_ Wr_ :D BY THE PROPOSED
PROJECT. DATE CONT_.CTEO:. ? Q
17. DOES THE PRO?EtT INVOLVEE ?N EX?ENDITriR E OF PUBLIC e""SNDS OR THE USE OF
PUBLIC
YES . [] NO NO, GO TO 18)
a. Y?C, DOES THE ocO.,L,.. R.QUIRE PRL?ArR.? "ION OF YY _\TV:RONI".._.V_
DCCUNs:..NT PQRSU.ZNT TO THE R EQUI?.=.`?t:ZTS OF T:=.E NORTH; C:rtOL7 L_YV=RON2 NT: Z
POLICY ACT?
Y ES [J NO [J
b . _TF YES, F-?.S THE DOCUMENT BEEN RE'V'IEWED THROUGH THE NORTH CLROLINA
DEPP.RTMENT OF ADMINISTRATION STATE CLEAR:NGHOQSE?
YES ( J NO ( )
IF ANSwR TO 17b IS YES, THEN SUBMIT APPROPR7- TE DOCIII:ENTATTON FROV- THE
SATE CLZE LRINGHOUSE. TO DidTSION OF ENVIRONMENTAL M.nNAG aENT REG.:; DING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONyENTAZ POLICY ACT.
QUEST=ONS R G?.RDT_NG THE STATE CLZARINGHOQSE Ra"V: :d PROCESS SHOULD BE
DIRECTED TO Y.S. C RYS BAGGZTT, DIRECTOR STATE CLEARINGHOUSE, NORTH
C?.ROLIN DE_?RTMEENT OF P.DMINT_STRATION, 1266 WE $T CONES STREET, R.EIGH,
NORTH C?ROLINA 27603-8003, TELZ?HCNE [phone].
4

18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS A ?LIC TTON
PROPOSED CTT_V=TY TNVCLVES THE Dl3C'a.RCL OF EXC„3vATED OR FILL M3 R7AL
INTO WETLASTDS: -
a. WETLAND DELINEATION krao SHOWING ALL WZTI,,n-NDS, STRE??MS, T,?KzS
?STD PONDS ON THE PROPERTY (FOR NFT_TONW=DE PERMIT NUMBERS 14, 18, 21, 2E,
29, AND 38). ALL STREAMS (TNTERM_TTTENT FIND PE'RVIANENT) ON THE PROPERTY
BE SHOWN ON THE MA . MAP SC?LLZS SHOULD BE 1 INCA EQII;4S 50 F--ET- OR 1
INCH EQUALS 100 FEET OR THEIR EQUI.VA r F14T . v
b 7 - -,- "I REPRESEDIT :_TVE PHOTOGR-A.? i'OF WE-LA-NDS TO BE
IMPACTED BY • PROJECT.
c • I? DEr INE..TION WAS PERFORMED BY A CONSULTANT, INCT.IIDE ALL DF "
SHEETS RELEVPNT TO THE PTACM- 4-ENT OF THE DELINEATION LINE.
G. ATT C A COPY OF THE STORMW?TER 2??.N?G?rNT PLAN REQO'IR?D.
e . 'WHAT IS LAND USE OF SURROUNDING PROPERTY?
/ w

T: oor_C?_Lc Wr_?T _S PROPOSED M-.,::OD O" S? = D7SPOSZ
S.GVr D ?ND D .'ED AGENT AUT'zORZ :_
ION LETTER,
1VO'r'L': h TL,*MS OR WATERS OF THE U.S. MAY NOT EE I?r ='_kCT_ D PRIOR TO:
1) . ISSUANCE OF A SECTION 404 CORPS OF- ENGI?vGIRS Pr?IT,
2) n_T"R THE ISSUANCE OR hA__' Y-
R OF ;, 401 DivISION OF
EIv'VIRONL'NT_'LL M•A•NA.GEI'\'NT (WATER QUALITY) CERTIF IC.A.T=ON, AND
(I."7 2't Tsr.:Y'Z'? C.^.AST CODNT-S ONLY A LI TTZ. FROM TL =
NORTH C: ROLI!, , DIV=ST_ON OF. COFSTA.L M-ANACEMENT ST_%TING THE PROPOSED
ACT?VITY IS CONSISTENT WITH THE NORTH CAROLI-nA. COASTAL M=?LAGr?? NT
PROG Ay-.
OW:'QS/pncNT S S ?TP_TURE --
(AGENT'S SIGNP__ORE VPS,ID ONLY
IF P_UTzORTZATION LETTER FROM
THE OWNER IS PRQV7DED (18c. ) )
4-??-C?
DA=

5 "
LEDFORD ENGINEERING, INCORPORATED CONSULTING ENGINEERS & LAND SURVEYORS "7.:
PO Box 2217
Asheville, NC 28802
Tel: [phone] Fax. [phone] ' ??b
n
Date: 04/20/99
Attention: John Dorny
Re: Vulcan Materials Company Job Number/Name: 98-162
To:
John Dorny
4401 Reedy Creek Road
Raleigh, NC 27607
We are sending you Attached []Under separate cover via Fed Ex the following items:
[]Shop Drawings ?Prints ®Plans []Samples []Specifications
[]Copy of letter []Change order ?Other-
It
Copies Date Description
7
1 4/20/99
4/20/99 Pre-Construction Notification Application
Copy of Letter sent to COE
-
5
1 4/20/99 Copy of Letter sent to Wildlife Commission
3 4/20/99 Copy of Plans y ?ouj?oN
1 4/20/99 Copy of Site Map ??tv??? Stiff
'v?AjER ?
THESE ARE TRANSMIT-FE
®For approval
[]For your use
?As requested
?For review and comment
[]For Bids Due 19
Remarks:
D AS CHECKED BELOW:
[]Approved as submitted []Resubmit copies for approval
[]Approved as noted []Submit copies for distribution
[]Returned for corrections []Return corrected prints
?Prints returned after loan to us
IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE.
Contact person: Larry K. Barthelemy, IV E.I.T.
41
LEDFORD ENGINEERING, INCORPORATED
CONSULTING ENGINEERS & LAND SURVEYORS
PO Box 2217
Asheville, NC 28802
Tel: [phone] Fax: [phone]
Date: U4/2U/99
Attention: David Baker -
Re: Vulcan Materials Company Job Number/Name: 98-162
To:
Corps of_F_nQJneers .. _ .... .....
151 Patton Ave
Asheville, NC 28801
We are sending you Attached Under separate cover via Fed Ex the following items:
OShop Drawings OPrints ®Plans OSam les
p - ?Specificatiians
OCopy of letter OChange order
®Other-Applications
Copies Date Description
4/20/99 Pre-Construction Notification Application
?...... 4/20/99 C, opyt.Qf;.t.otter.sent to Wildlife,
GOht?n
1 4/20/99 Copy of Letter sent to NCDEM
1 4/20/99 CoAy of,Plans .
1 4/20/99 Copy of USGS Map
THESE ARE TRANSMITTED AS CHECKED BELOW:
OFor approval OApproved as submitted OResubmit copies for approval
OFor your use OApproved as noted
?Submit copies for distribution
OAs requested OOReturned for corrections OReturn corrected prints
?For review and comment
?For Bids Due - 19 OPrints returned after loan to us
Remarks:
IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE.
Contact person: Larry K. Barthelemy, IV E.I.T.
.e
LEDFORD ENGINEERING INCORPORATED
Consulting Engineers, Geologists & Land Surveyors
306 West Haywood Street
P.O. Box 2217
Asheville, NC 28802
[phone]
1-800-654-8891
FAX [phone]
April 20, 1999
David Baker
Corps of Engineers
151 Patton Avenue
Asheville, NC 28801
Re: Vulcan Materials Company
42" CMP Extension
Dear Mr. Baker,
Please find enclosed, for your review and approval, one Pre-Construction Notification
Application for the project referenced above. I have also enclosed letters sent to the Wildlife
Commission and to NCDEM, copies of plans, and an USGS Map of the site.
Basically, Vulcan Materials is planning on adding two railroad spurs into there existing rock
quarry. To do this, they must extend an existing 42" CMP that carries an unnamed tributary.
If you have any questions or comments please feel free to contact me. Thank you for your
cooperation.
Sincerely,
Larry K. Barthelemy, IV, E.I.T.
.r r
js# t F.a u ?c ,? I?t? t `i 4 1
LEDFORD ENGINEERING, INCORPORATED
CONSULTING ENGINEERS & LAND SURVEYORS
PO Box 2217
Asheville, NC 28802
Tel: [phone] Fax: [phone]
Date: 04/20/99
Attention:, Mark Davis
Re: Town of Forest City Job Number/Name: 98-175
To: - -
NC Wildlife Resources°Commiision
20830 Great Smokey Mountain Expressway
Waygesville~, NC 28786
We are sending you Attached Under separate cover via Fed Ex the following items:
?Shop Drawings ?Prints ®Plans ?Sam les
p ?Specifications
?Copy of letter ?Change order ?Other-
Copies Date Description
1 4/20/99 Copy of the Pre-Construction Notification Application
1 4/20/99 Copy of Plans
1 4/20/99 Copy of Site Map
THESE ARE TRANSMITTE
®For approval
?For your use
?As requested
?For review and comment
?For Bids Due 19
Remarks:
D AS CHECKED BELOW:
?Approved as submitted ?Resubmit copies for approval
?Approved as noted ?Submit copies for distribution
??Returned for corrections ?Return corrected prints
?Prints returned after loan to us
IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE.
Contact person: Larry K. Barthelemy, IV E.I.T.
,' , 0
LEDFORD ENGINEERING INCORPORATED
Consulting Engineers, Geologists & Land Surveyors
306 West Haywood Street
P.O. Box 2217
Asheville, NC 28802
[phone]
1-800-654-8891
FAX [phone]
April 20, 1999
Mark Davis
NCWRC
20830 Great Smokey Mountain Expressway
Waynesville, NC 28786
Re: Town of Forest City
Sanitary Sewer Extension
Dear Mr. Davis
Please find enclosed a copy of the Pre-Construction Notification Application, copies of the plans,
and a copy of a Site map.
Basically, the Town of Forest City is planning on constructing a sewer line that would serve a
proposed school. In order to do this, they must cross an unnamed tributary twice. One will be
placed under the creek bottom and the other will be above the creek on piers.
If you have any questions or comments please feel free to contact me. Thank you for your
cooperation.
Sincere] ,
Larry K. Barthelemy, IV, E.I.T.
Enclosures
Cc: Mr. Herb Toms,.Public Works Director, Town of Forest City.
PROPOSED TOP OF RAIL PR LE TRACKS 4 & S—C:
_
T
ic� 00
120
1
0+00 PST ack + -
Sta. 1+50.38 Trk 5= II it 3.057
TO Rail E ' ting Main 0+00 PS rack
pfITrack1 � �
o
110
' o
o U+
` Proposed Top Of al o I M I
I I I Rai '/.
I I ,n v n 5
I ( I m _ 3
�� ,� v
S a 18+22.21 Track 5= o pco
3.X09 o �� � J �
S + -TrackS --,+ I _
r, c � —j
100 . ►n
If In cc a -w
za S 19+43 Track 5 PS + o n m + u ,.+ To 0f Rail E tirlg Mai Track
it o n s. ' it 11 �� S1 -C'" 1.6g�
Q v a- �- I t
� ( I I .: JI.yJ
I 1 o
'w 0 CL L� a. W SLP = 0, 0 9 % a- W °- 2' o xiSting Gr and Line
S P=0.28% SLF=-0+l % I
90 � i,
r� �- a
T o P oposed Su grade CL W
+ o I i
Ln t I I C� I
+ ► „ I 1 !I
0 Rail I Track 1 I
Op f ,; n n
— I _r
70
21+00
�–
If
3
J - -1
W
- —I -
7
W W W
7-- 30'- 00'
I
W
W
7-- 01'- 30'
12"-23'-34'
463.34'
+
I
5" - 52'- 22'
12"-23'- 34'
46334'
�
W
CIDf
(b
W W
co cco �0
�D W
0 O
`D O
�D O
�� O
lzo
O p
to
o -.
�
N W W
7-- 01— 30'
�I
o
2-9,36 58.54'
_
o
12^-00'- 00'
G �p
e�
o
o I p
( Lb
i\i
CD
W
'�
0►
I'U O
o
W
OWo
W
o0
t�,
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t�
O foU
O! v Cv
I A C�
o �O
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000
.-.
RJ C�i�
W
0�
W
a
6 q
W ►�+
W
9.00'
cr_`
J
.a.,..
230'WU��
NOTE
WHERE THE TRACK IS CURVED
,
20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00
STATION
120
NOTES
1. PROPOSED TRACK(S) SHOWN
t +,
2. EXISTING TRACKS) SHOWN
7 3. ALL CLEARANCES MUST ADHERE TO N S.
STANDARD PLAN 7-1.
E T 4, INDUSTRY TO PROVIDE GRADING, SUBBALLAST,
r f,, _ '. _ DRAINAGE, AND SEEDING FOR ENTIRE PROJECT,
_ _.__ _ `-;,; ti •,,..,i,, � ,,�•
5. ALL UTILITIES, EXISTING OR PROPOSED MUST
MEET NORFOLK SOUTHERN CORPORATION
MINIMUM CLEARANCE STANDARDS AND ARE
THE RESPONSIBILITY OF THE INDUSTRY.
'PR_.. _# n - — 16'x32 x3
'` U t�I1001F'I�C & i
TRAP i-74
s TRACK f
TRACK 5 TRACK 4
BOUNDA22 x44 x3
C 4' GRAVEL ROADWAY
;# - T SEDIMENT TRAPS A T END �------
N07L PRIOR TO CREEK. REMOVE �� to 5' T\C 5' T\C- -- f+ rte--
WHEW'CGH IS STABILIZED.
Currv+e Data
• kaam k
+ '4,
EDEG•
AFFECTED
ACREAGE
PERMIT MODIFICATION REQUEST
RAD,
TAN. LENGTH
5' - 43'-29'
7-- 30'- 00'
764.49'
38.22' 76.33'
,edford Engineering, Inc.
7-- 01'- 30'
12"-23'-34'
463.34'
28 44' 56.70'
306 WEST H AYWOOD STREET
5" - 52'- 22'
12"-23'- 34'
46334'
a 23.77' 47.40 --a
78 �--- .0'- 15'
12^-48'- 22'
448.34'
363.19, 609,24'
7'-- 09'- 10'
12^-48'-22'
448.34'
28.02-' 55.85'
� r
7-- 01— 30'
12^-00'- 00'
478.34'
2-9,36 58.54'
_
5-- 52'- 21"
12^-00'- 00'
478.34'
24.54' 48.94'
78--01'- 15'112--23'-
34'
463.34
375,34 629,71"
SLOPE 4
9" Co• nVC&Ctod S+ab-6.d,t st
1 /
Sub-9-mde to be staMlissd as rs
10001 oo? diti.ona. SLo" -40:1 to prevent
ponding of surface Ov.
IT
s rrr rrrr
S Monument
?mcir 3 TRACK f
14' T
ELEV. of co+rL7Kvn
Ar Ado ?�
I
P.R O P 0 .S.HD TYPICAL .S -E C' TI01V
CATEGORY
AFFECTED
ACREAGE
PERMIT MODIFICATION REQUEST
VULCAN MATERIALS COMPANY
2—NEW RAIL SPURS-
PO BOX 4239
DWG File:
98162S1.D%G
LEI Project Number:
98-162
WINSTON SALEM, NC 27115-4239
,edford Engineering, Inc.
Scale
'� = 100
M
i
n X99
306 WEST H AYWOOD STREET
L.K8 ATL
Sheet No.
1 OF 2
ASHE\ALLE, NC 28803 [phone]
rc
•
� r
OVERHEAD STRUCTURES
'
-
(BRIDGES. WALKWAYS. PIPE
1 q ;
LINES, ETC. ) (FOR OVERHEAD
WIRE AND CABLE CROSSINGS
- �
SEE N. S. STAMDARP PLAN 7 f
_
a
6 q
9.00'
cr_`
J
.a.,..
230'WU��
NOTE
WHERE THE TRACK IS CURVED
'i �'
•
MIN. G � 1
F'
WITHIN 90 FEET OF AN ADJACENT
r 2-C r•(S
�' S
+
OBSTRUCTION. THE SIDE CLEARANCES
S 1 T1
4 V N
a
SHALL BE INCREASED AS PER THE
Q7
1� 4 1�)
TABLE IN N S. STANDARD PLAN 7-- 1,
� w
r'
�;
Ur .14
Pit
d
r
�
TRACK
#
„
k,
:p,
PLA
.SIDE
O W
OF B UILDING
.
��o
T—
'
0El
T/
MA
Z
-
_
PLATFORMS OR LOADING DOCKS
SHALL BE CONSTRUCTED
L
-
r
SO AS TO PERMIT A �lAN
u
#
•
7S0' M
N TO STAND OR WALK THEREON.
(PLATFORMS OR
�
<
LOADING DOCKS ONLY)
0
`nY
CAL
CL L'A NCE', S E C TIO.IV
.RA
co
NO S CALF
0
yp-
VT
y
SLOPE 4
9" Co• nVC&Ctod S+ab-6.d,t st
1 /
Sub-9-mde to be staMlissd as rs
10001 oo? diti.ona. SLo" -40:1 to prevent
ponding of surface Ov.
IT
s rrr rrrr
S Monument
?mcir 3 TRACK f
14' T
ELEV. of co+rL7Kvn
Ar Ado ?�
I
P.R O P 0 .S.HD TYPICAL .S -E C' TI01V
CATEGORY
AFFECTED
ACREAGE
PERMIT MODIFICATION REQUEST
VULCAN MATERIALS COMPANY
2—NEW RAIL SPURS-
PO BOX 4239
DWG File:
98162S1.D%G
LEI Project Number:
98-162
WINSTON SALEM, NC 27115-4239
pit n�
4 20: + = i 't- V
GRAPHIC SCALE
100 0 50 100 200
( IN FEET )
1 inch = 100 ft.
400
VULCAN MATERIALS COMPANY
PERMIT MODIFICATION: PERMIT 11-03
ENKA BUNCOMBE COUNTY NORTH CAROLINA
VULCAN MATERIALS COMPANY
Dote: 11 /02./98
PO BOX 4239
DWG File:
98162S1.D%G
LEI Project Number:
98-162
WINSTON SALEM, NC 27115-4239
,edford Engineering, Inc.
Scale
'� = 100
Drawn By. Checked By.
306 WEST H AYWOOD STREET
L.K8 ATL
Sheet No.
1 OF 2
ASHE\ALLE, NC 28803 [phone]
rc

_
' ~t .Y w*? r,
. is rt~ yn, _ _ . i r . ' ~ ~ ..y of awy .-a-..
~ ,
_ - -
~ ~ . ~ ~ ~
r -
_ ~ ~ US 19 23 1
_ _ _ , r -z. b~
_ A 1NN
- . _ _ _ 1.5 FT
. , , _ ..r - , ` 11!00 CU FT /ACRE 1 5 FT
t;: / ' ti. 12' TIfICK ~ MAX
~ '1. t . . ~ _ - STONE
- ~ ~ ~ g.
MAX. ~ tt' FILTER •
FABRIC
0,. . - CROSS SECTION . ~ a:
i.
NEW ~'ERMIT i d
' .t.-- ~ r "s. OVERFILl6 , ,i fOR SETTLEMENT
. . ~ MODIFICA ION a ~ , .A ~ OESIGAI SETTLED TOP
AREA f t , _ _ ~ rtEIR
v , " ~ 'i r ; ~ tt- LENGTH • . . . 4 FT Met.
^f E~IERCENCY BY-PASS
f 2:1 SSE 6" BELOW SETTLED
r ,a. i ~r t i L ~ - ~ ~ 2 ' SLOPE AIAX. TOP OF DAM , 5 FT NAX FlLL
i . ~ FLLTER
! ~ , ~ ~ 4 ' ~1 ~ * ~ - F, ti, t:t sIDE sLOPE MAX. FABRIC NATURAL GROUND
_ ~ yr ` ~ ~ } _ ~ \ s 3 FT MIN.
- ,a, . _ :1
< STONE SECTION
i , .
r _ . .
y, , ~ y, t his ~ , ~
. ~ a _ , r- - _
_ - . ~ . . w .
_ , . _ F
i . ~ ~ _ ,
. ~ . , a
- ~ - ~ - r.
~ 1 ~ , .l. Y.y ! ~ `h
5 - PERMANENT SEEDING RECOMMENDATIONS _ _ _ a
' ~ !fir :.f. ~ ~ SEEDING I~N(TURE } - ~ Rate Ib/acre) t ,
_ _ _ Serioeo tepedezc 20
~ ' 4 - - ~ Kenan INpedem 10
t t . _ - ~ _ - - Kmtuciry tduegroee 5
~ ' - i : , i,' f
_ . ~ fl~ ~ .,$Y - ~ _ ~ . . SEEDAI6 NOTE . ARK Aug. f, ute unscarified seed for tterkeo Napedem. ,
, , .H ~ - ~ _ . _ 33.E ~ ~:~CR ~ - ,
~t ~ ~ 4 j : 1 ~ Nt1RSE PLANTS s~ • G ` Between Yo 1 and Au , 15 add 10 q/Atxe German millet or i5 Ib/Acn , ; Y
~ - . ~ i=s ' . ~ C Y., _ j after Aug. 3, odd 40 b(Acra (gram 1t may be t?ertet~Cial to Glatt the 'T ovarseed the ! ezas ~n March.
t y ' - . _ . - ` - - ~l ~ " a.... _ ;
- / _ M_ -,n... r.,M.. ~ SEEDING DATES A R Beet .
K y "S/ r .r j ~ a . ~ ~ . s f 4 Below 2500 ft: Auq.15 to Sept. 15
~ f q S~ ~ . Aior. 1 to i .
w. _ ~ L. j ',i ttb<we ~ 1tc. •>d Aug. , ~ .
. - ' - - - , ~ ~ • . - ~ rcrx r - - 3 ,
- ~ - f ~ 1 ~ - , ~ +A
r , ~ e / or 4"000 Ib/Acre ground agricultural lirneatona and 1000
r ~ r .'t F- - I y ~ ~ i:.. ,x
e ' ~ ~ ~,~y t a E ~ - w . ~ IMne
~ ~ ,i.:. ~ - .x - .a~,~~my'' - ~ r
~ .y ~ 1. - i ,~r~ .m
~ [ AfAINTENANCE , ~ . Refertilize in tM and year
• } ~ r• ~ ~ ~ immediately t mg erotuat
3; ,pif ~ w , - -R f ..7. ~ r~ t.I,l ;~s ..Lw. 1. . t _ i I`. j ~ .
C .t . y r + f ~ ~ ~ ~
; t e i ~ }a t '~Y
.r« , w#, ~ .
~ r , { Y r r . RY SEEDI EC ' . R; , '-f ; ~ - fJRLY SPRING ` ` • ' '
. i - + , l - , , 1 ~ T w. _ ~
, ~ i ~•,f ^ I f I ' i ~ 7~ 'Mb. ~f. .t { . i~ f ~ 4 MIXTURE ~ ti n ~ , ~ i ~ i - ~ , f r°~ - ~
Vi'a``` RR . ~ , ~'~Y' „ ~3f 4 ~ , j.i r 'l 1 ~ ~ r ~ ' t i ~ , ~ ~ i ~ a ~ ' }
~ ! Q ~ ~ iy ~ 1. , i ; , ? ~ ~ i . ~ ~ 1 ~ .T , i ~ leepedezo (Kobe t Olld a Po rj~~ i.. ~ r.
ii vy71'. Gf - i }i f 1 r_. 4y p./ 'S ft ~ , : i ; , ~ ~ . Cooetol Plain, Korean in s) _ , F r ( ~ 1 ,y ~ iw 1... • ~ , . ~ ~ , .s ~ A I p ez Gan June,
i t ,f . ~ dhrtuol ea ed a d ;-:1t >~t !1~' X111 ~11N t ' ~~4' ~ rv
+w ~ { - ~ ~ DATES ~y
' - ~ 'fir i. ~ i f ~ ~ :i j ~ t , ~ ~ ~ (3
e I. ,0 v ~ > ~ f
' ' ~+leiir? -Dec. 15 , . 3, - ~ ,
w~. $ ~ .a LEASED BY C r k f ~ ` ` ~f . ~ - , rT! . ~ 'NCOmmendoti testa of hlr~~MM! ~fa~M1 MNelooe ~ 7Jb
- _ . w; _ 4 115.40 AC S ,
<.~1 ~ r, r a' ~ ~ ,
_ . ! , 4,000 Ib Acre or *Wt ANiOh , ~y / .Aar, t,>~ . , s ~ A duk with blades aet igM OM. s
. ~ ,r .f . .
• ' , MAINTENANCE , • ~ RefeRflize if growth ie odaquoM. ~ enoeiott . ~MMw kloMllq ~ .
ate. e ~ ~ ' - . ~ ~ - or other damage. ~
`'~i. ~ ~ 1 . ~ ~ ~
~ l`+a f. ~ ~ ~ : * ,tea , ` z Erosion Con tee. a,,4. x
,
si,, t • 1. Construct Sed" aps d,', Prior to Cree ove i
- s`'~ t 2. Clear & Grub st rte- ~ .
. Within Cleari ~ l w =
~ 1 ` ~ ' ~ ti . ~ _ 3. On All Distur Spre~!# ~ GRAPHIC SCALE ~
_ _ _ ~ f ~ . - ~ Seed, Mulch danCt"' ScMduil~ w~.
t At The Earli le >ne tea ,oo soo ' ~`.A~d 30 ~ o zoo
} _ - _ ! Of Completin radinq. ~ 4. When Ground Es
~ ~ _ _ ~ - Q - _ _ , Erosion Cont ur
J . - r, ~ DV FEET k Seed, And N rdinq Yti , ( )
Ql - _ _ ~ 1 Inch = 200 tt. The Seeding ~ , ~
Q7 ti '
N c x,
m - ~ ' - 9°, c.,
- _ - ~°h~ • ~:8
WNED BY C - R y r'..,.p
> x7,.94 ' a
~ ~ ~ ~ . ~ _ s
' ~ ENKA BUNCOMBE COUNTY NORTH CAROLINA 4'
d`f~' ogre: ` ~ ~R 11/9/98 : ~ .,,t~........Ql~'~.. WLCAN I~ATERIA~_S CCIUPANY
r~ DWG File: _ .r~ r ' PO BOX 4239 98162P2.DVG
Cu -r- , v
- i WINSTON SALEM, NC 27115-4239 LEI Project Number: ' 98-162 r
X . - r j .1 f + Scale: ,
1" = 200 LAdford Engineering Inc. Drawn . BY Checked Y
LK8 MTL u
01 306 WEST HAYWOOD STREET w Shoot No.
U7 4.i s + ASHEMLLE, NC 2880x3 l X5-7596 14
a
, .
s r 7j y y i.0 e
.

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~ :3 ~ ' . «_y' ~ ~W 't ~ t . -
. r9 , ~ . ~ ;f~~~
c y
.r+ e . v ,
r . ti y , .
TP FRA PR TAK 4F ~R~' 0 RCS 0 DSED 0 IL E ,CKS4&5 loo
' loo r--
V.S. 351+ 3= /
0+00 P ack ~4 0
" r'~ ~ n 7 Sta. 1+50.38 Tr 5= ii 3.p5 g
' ?'o Rawl E ti Main rack P 1 ny 0+ ra k \ o
. 110 110
' ' SITE o ,y
' ~ ~ Ri ° + Proposed Top Of a c C
r + w u --3 ~
S a 8+P2.~1 ~ Track S= ~ c o o ' o + ra S O ~ o p o n
100 ~ .-r ro o 0 o 100 N > ~
z S 19+43 Tra k S PS + + ~ N ~ ~ o . ii + + ~ ~ i snit
Q n u > u ~i ~ ~ To 0 Ratil E ' ttin blai Track C y f 5 ~i _ 1,68 <
„ v n n. F.. ~ u ' ~ , ~J 1J 7J w a. Q. ~ - ~ J D_ ~ „ SLP~ n Not To Bale >
J . 8x ~o.~8x s~P=-al •r. SLP-0.09% o_ w D_ 2~ p ~ ~ + ~ xastang Gr acnd Lane Z
W 90 y--- 90
: t~ O u o` „
t o 0` ~ o o ~D ~ p ~ J P oppsed Su grade a W
. Ci + + O ~ r-, CO I In
o Rail ?'rock ~ ~ I l aP _ ~ n rn ~m ~u vu ~u i
80 ~ n a. w a a. w f 80 ,
i ~ J ' t Q_ W p+a~,,
OJ Cb GJ 0) CD GJ CO cp t0 ~0 ~p tD v ~ ~ w ~ r ~ :.z: ~ c -.r~. a~ y
' OJ N ~ N ~0 `0 ~D ~ ~D ~D O `D O ~D O ~ O ~ a ~ ~ ~ o 0 0 0 0 0 o n K 1p ~ ~ ~ ~ r ~ O ~ ~ ,P ~E'~`k' ~ 9$' is ~ N 0 W ~ cn ~ v A o ~ W Cr ~ x~ ,
N~ v ~D ~ o O N 'A ~ O~ ~ v ~ v N Ot 'A v V R ' N ~ A v p v W~ v~ o O 0~ O~ ~ N Ut W # 0~ ~ G }k ~ W O Ul W W W QO , . , , o
70 } ~a

1+00 0+00 19+ 18+ 17+00 16+00 15+00 ~14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+0 2 2 0~ 00, 0 z+oo ~+oo s+oo a+oo 3+ao ~+o0 1+00 0+00
• STATION

. " .
w v~

`r V ~ a w
~ r +r-
!L r; - w.
d ,
,,ta ~ i MF T_ N~TES~
y., t ~ yi ; 1. PROPOSED TRACK(S) SHOWN
~ 2. EXISTING TRACK(S) SHOWN taa~ _
, _ ~s s i
V ° ~t L ~ 3, ALL CLEARANCES MUST ADHERE TO N.S. f~ ~ ~F STANDARD PLAN 7-1.
r~ ~ _ i v 1 ~ i~' 4, INDUSTRY TO PROVIDE GRADING, SUBBALLAST, >
~~~y lT ~nl iv ~ ail n ~ DRAINAGE, AND SEEDING FOR ENTIRE PROJECT. - ~
n ?S,~ f - _ ~ r i ~ ~ Q S. ALL UTILITIES, EXISTING DR PRDPDSED MUST =;-z
I'" ' MEET NORFOLK SOUTHERN CORPDRATIDN ' /'1 1 ~ rr,; r
]Qr,')" ~ 1 CY7.:'I ~`rlbQlc - ` r / wrG ' ~ - ~r~ Ir,,.,, ; CJd'R . , ~ r; ~ ~ ~ MINIMUM CLEARANCE STANDARDS AND ARE j.. I,,, ~r;~ , ' THE RESPONSIBILITY OF THE °j ~ I q
r ~ ry MOVE EXISTING ~ ~ ; - , u~1 7
_ _ ~ , DITCH AS SHOWN , 4 ; ~ d _ ~ _ , . ~ ~ ~2l ~ ~ t.
j . , ~ r + IN DETAIL BELOW . ~j_I ~ ~
r i Q vt ' ~ ..r,., ..a' ~ ~r ~r , 5~ ~ f'.
. ~ _ . • _ . Cl~~ ~rt~ " ~ iti , «M
~ Pa.r;, el N a. 7 ~ Pu,rce
- , _ ' ;i~ , , H y,4r . PO ~ ,
w . ~ _ _ _ " . . ~ . ~ ~ . ~ - ~ ~ EA~'INI~~ EL~V'ATION N
i r (C r _ , P c. .35 Monur, nt Set
• ~ r - r , .y p„ _ " ' 5. u .y ,A
' try 7 _ _ ~ ~ j 0 . ,
. ~~Y . > , nn . 94
~ F
° I a'~ ' (x ~ - t!. Ib n ~ ~ ~ ~ ~ " ~4 B! ~IPrQ~ Wpb . ~ ,a ~ , i- ~ ~ ` ' ~ . i' ~ _ - .r ~ ~ , rr ,
, i - ~ , w . , . r ~
s . w i. , . ~ , , . _ ~ o ~ 44
• ~ , y ~ ,
1 . i, . . ,
• ~ t• f ~ _ _ . _ Vl.~ ~ ~ ' _ .s
~
. , , ' • F z f' ' / ~ ~ ~
' 1 I ~ ' ~ • ~ TEMPORARY SEDIMENT ~ • ' ~ ~ -x+' ~ ` ' r ~ ~y _ ~
TEMPORARY T TRAP #2 , 'u ~ ~ , ~ . ~ . _ r° a µ - .
l ~ R ' SSG ' •"~y I 14+Q ~ TRAP 1 • ~ , ~ ' 16x32 x3
~~9 4 ~ ~ ~ ~ - ~ .Y 22 x44 x3 N 3 ~W.
BOl1NDA1~Y'-- " >.~~1~s ° ~ C GRAVE u~~~. ° - T TRAP AT cif f ~ NC~'~. CONSTRUCT SEDIMEN S END T ~ TRAGC 4 rR., cx f ,pr s : C 4 GRAVEL RDADWAY ? ~ _ . , r l~MAK T
~a+
~ ~ ~ OF DITCH PR OR TO CREEK. REMOVE I lLtY. o,/ oom+6o+r.
r ~ ~1" } . WHEN DITCH I$ STABILIZED, .1 b 2~
l ~ e. N` t ~ , SLOPE 4 • ~ ~ r k r -s:, Ctarve Data 2' . ~
1 I r a', ' Q 1 ~•'ry a so.
` ~ - t• DEG, RAD, TAN. LENGTH .r .ti i . :
f r ~ ~ r' y a'. - r - - ' rat: ~ ~ 5" 43'-29 7^ 30` 00` 764,49 38.22' 76.33' P. 9" covrepotictt/" ~l1te- tte e- ttast ..r. ~tf
i ~ `b T" _ ~ + 7^- Ol'- 30' 12^-23'-34" 463,34' 28.44' 56,70' t ~ _ . ,
t ' i " 4"` , Sub gryd~ to b~ stq$ as rr ~t 'r,. ' -`V 5°- 52'-22' 12^-23'-34' 463.34' 23.77' 47.40' focal aOred~[ttona. S : f to 1 P ~ . pondi~' o~ surJac~ d as T. ~ 1~,~: f to pttvsnE ~ ~ ~ < d
78^-.0'- 15` 12^-48"-22' 448,34' 363.19' 609.24' YI~IN• ~ >A~B
~ a?~ } ' ~ ~ ,~t~v 7^- 09'- 10' 12^-48'-22' 448,34' 28.02' 55.85' ,t ~
1 : - s• ~q , f r e ti `~~a, ~ . 7^- 01'- 30` 12^- 00 00' 478,34' 29,36' 58,54` r
i 1 0 r : c , c . f y~ t7, r:. 5^ 52 - 21' 12" 00' 00 478,34' 24,54' 8.9 t.r 9 , ` ~ ,
~ ~ Ck 78^-Ol'- 15' 12^-23'-34' 463,34' 375,34' 629.71' ti: -'y'. ,
a iT s
~ Y' a ~ +'F Y' 4 y
' ti. . • w : OVERHEAD STRUCTURES . x ft:.
" I ~ (BRIDGES, 1IALX11'AYS, PIPE i ~~+4 ~ ' LINES, ETC. (FOR OVERHEAD , . ~ ~ fi U3 GRAPHIC SCALE
' ~ ~ l ' f . . ' ` ~ ~ R'IRE AND CAB E CROSSI GS T.
\,~Q ~ ~ . SEE N.S. STANDARD PLAN 7-1). T r. ~ ~y- " ~ y-. .
yip, t ~1 ti ' J (v 9.00' ~.i of ~'iti
~ ~ . 3.0' ~ ~ ~ ~ NOTE: i a : , i
~ ~ ~ W V ~ ~ MHERE TXE TRACX IS CURVED ~ : rQ ~ IN. tl W ~ F s ~g C " ' ' ~ t, lPITHIN 80 FEET OF AN ADJACENT L r,
rOS~ 1 ~ ~ OBSTRUCTION, THE SIDE CLEARANCES , ' Z~.9 `,x " Q O O a N SHALL BE INCREASED AS PER THE j-.'•. . L . 1 inch = 100 It
+ s W ~ ti TABLE IN N. S. STANDARD PLAN 7- ! . ; • i ~ , # ~ ~.f.t ~ ~ :?h.
I . h yS rr.^, tt 'w. f~ fi ` F. M'i r ~
~ ale" ~ i~a~w~ • . 4
j ~ 'Ast 4 't ' W k, ~ PLATFO TRACX SIDE 1~ , ti# P ti tR..p Y ~ ~ ~ ~ q OF BUILDING t , ,
~.t'~'` n - ! :b'
• •
o ~ 410 0 ~ „.;~.4p z ~sJ, o~~4h T/ arA 'a. PLATFORMS OR LOADING DOCXS : '~t
~ ~1;;t; : ~ SHALL BE CONSTRUCTED ' . ~ AFFECTE ENKA BUNCOMBE COUNTY NORTH CAROLINA
~ ~ ~ r ~ ~ ~ - t'r . SO AS TO PERMIT A MAN ~ ` ~ " r ~ . C A Y ` ACREAG ' qtr Y
m - ~ V . 7.50 M N. TO STAND OR A'ALX THEREON. , . ;c . UIi ~aN ~or~Rioi ~ ~n~~peNY „io2is8
ti (PLATFORMS OR
LOADING DOCKS ONLY) PERMIT MOD R ftV,N
N f k"NS V ? rnI I r VI Nr 1 ,1w vv r?n r ,r r r. D'MG Fie: REQUEST PO BOX 4239 98162Si.DM - LEI Project Number: PUBS 2.29 TON SALEM, NC 27115 4239 S 98 162
JVC-E 91 all q dP
(p f t f r o tr t 100" or Env (r~ineerin Inc.
V Y ! {fk Drown By. ec y Ch ked B .
LK8 MTL 306 WEST HAYW~OOD STREET
Sheet No. ILLE, NC 28803 [phone]
r
is

_ m~ ~4 . . ~ , , _ f'
' . .t ~ " ~
.
i, .
~
1 I. j ,
_ ~ ~ , _ ,
~ ~ _ US 19 23 - ~ ,
i
_ 3 FT .
_ WI
- tt;. _ - 1.6 FT
. r - ~ ` l ha . ta00 CU FT /ACRE . S ~
. n ~ . r_ 12' THICK MAX _ NCOOT /57---?
wAsHED sTGNE
_ s 1
1` 7 ~ d30 ¦ g.
' ~ , MAX ¦ 14' flLTER , . \ FABRIC
CROSS SECTION
~ ~ t ' . . ~ .
_ . NEW. P MI . OVERFILL 6'
. - - IFI~ATION FOR SETTLEMENT
, t: MOD } . DESIGN SETTLED TOP
A _ ARE ~ z
. LENGTH 4 FT MM1.
- _ EMERGENCY 8Y-PASS
' r 2:1 SIDE 6" BELOW SETTLED . SLOPE MAX. TOP OF DAM ,;r
' ~ ~ . . 5 FT MAX FlLL
. . ~ ' ' RL1ER 1:1 SIDE SLOPE MAX.
j FABRIC NATURAL GROUND ~..3
1, 1. i ~ . , 3 FT MIN.
. err , _ t ...a.

- ~ . r STONE SECTION
~ ~
~ S - a f. ,
' ~ i ~ J' .i ~ ~s , . _
s~ _ _ ,,y _ _ _
.C'. a ~.~''d' ' . - . .

~k~ , f
r ~ , , - PERMANENT SEEDING RECOMMENDATIONS
- X' . _ . _
~ . - _ yf r{ _ SEEDING MIXTURE . S eciea Rote Ib/acm) - o escue 1
o% ~ ' ' Sericeo leapedezo 20
' - - Korean leepedeza 10
,t_ . ~ - Redtop 3 . , ' _ Kentucky bluegroae 3 .
ya J ~ - _ - - , - ~ - ~ ~ ~ ~ ~ ~ ~ ~ NOTE
r .,j , , - O~V ~~BY MC ~ „ . ~ `t 1 uN ~ecorMird for eetiooo ~ . ~ M1d IlepNlws. ,
r:. ; ~ ,
33.3 .t~~... ' ~ ~ 1 ; 1 exid 1 S Odd 10 Ibr ti~rwla IeMIt td ~/Acnl ~ ,
` ` i dblr . AO Apa ~ ~ be ~ Mr ~ ~ r - ~ y r ~ fir. iY1~ • ~H-.~1
. , ~ ~ ' 5EEDING DATES _ .
_ _ . ! f IiMlt ~ o~. 1 y C.' Y'C
Below 2300 ft.: Aug.15 to Slpt. 15 'F ,
Mar. 1 to Apr. '
. l' ,,Ir~~~~ _ . ' , ~I~? Zd b Aug. 1
. 777 - . ' . _ ~ 1~ ~ ' tPt ~ . ,,r~~.^~ ~ f . a . a . _
p i ^ -
F`L. ` or opply 4,000 Ib/Acre ground ogricufturol limestone and 1000
~ +l~ o R
w~4 ~ w or equivolent cover of onothar suitable mu '
' ~ J ~ ~ + M , . i. ~ rowp, ar a the pref . , t~~ ~ ;
, v ,n..~.,~ *i~r _ , i ~ ~ ;i. r' {'t . ' i ?.,r
_ . . AN1~ f2efatiGze in the r
~ ~ immediotely f rosion Ot
i?'4~{ ~ ~ ~ ~ ~ i 1 '
I _ , .
J.. L~ ~ t ~ ~r~ Mfg' ~i '~i
, ~ , .1 ~1; ~ ~
• - { , Y SEEDI ~ r~ ~ ~ :"~RLY SPRING
w ~i' ~ i'~ i ~
t ` +r~. ' e ~ ~ .I~fTt1RE
x - ~ rstt~ ;tL , . ~ . ~
fit. ~ ,p - , a h r ; ~ ; ~ ~ o (Kobe t an~~ ~ - ,w 4 ~ ~ ~ i , SIP , Kamon in )
: ~ ~ ~ ' rx ~ ~ . ~ ~ kspedezo 'on OI ,IwN.
;i + rx~ f !i!~~~ mil, ; 1 ~ , ~ ~
i~ ~J j „ , t f t ~ - Abo F~I1. 1>~' [r~'
r;; S r. ft: FIM ~ ~ '~a ' :fir'. ~ 'j",
i - Jan. 1 ~ - . . ~ _ 'n e 1 1yy i. D c. 5 r
~ y ~ ~ w,; _ - - 5 F
~ ; f' ~ ~ LEASED BY C ` " dotion0 t testa of ~ 7dp 'i~ , P~ ~ 10-10 f «
a~_ : ~ 115.40 A S ~ a ~ .F
_ ~ , l ~ a ~ ~ Appsy~ b/Acm or stie~t. ~ Nil freN.
~ : i ~ - ~ ~ - r - ~ e i 4 ~ ~ - h 7 ~ £ r ~ ' ` " . A dick DlOdea set i ht . _ _ , _ ..t_
_ ~ r _ - ,d r - ~ . . „ - .1 .x g~y d _ a r~
_ r..y . , . I ~ t _ ' ~ Refer~t M growth is . adegwM:~ . , ~ ~ ~ telowtfg ~~osion
~ _ ~ / or otMr dksnoge. ~ a'`. ,
. ~ ~ , ~ , ~ - F'' , . r
` w . ~ _ Erosion Con tes..
~ ' r , ~ , 1. CoMtruct S cops ~
' ~ ~ ~ Prior to Cree ove ~i1 tb.
! s, ; 2. C do Grub ~ st tea' rI~E., ~ . ;iirode
. i _ - • - Mf~in Cleari
3. On iVl Disturb S _ , Vie, - - ~ t GRAPHIC SCALE
. " , ; ~ ! 'Seed, Mulch danq :'ShceduM At the Eorfi le ~ >,e o ,ao too +oo em
~ r. - F. . ~ ± Of Completi radin~'
~ . . ; < < 4. When Ground Es
- , ~ ~ ' ' ~ , , Erosion Conn res ~ ; p`~
' - ~ ~ ~ (a FEET) .t Seed, And M rdmg YO , ; ,
~ ~ - ~ ~ 1'he Seedin ~ i inch =zoo it. - i 9
. i Y
~ ~ ~
' ii
~VNEA t i{i,
. - ~
> ~ ~ 57.90 _ 1 _
~ j~ , q
c kyr i i. ti~-- , ~ - . , , ENKA BUNCOMBE COUNTY NORTH CAROLIN
~ "'~i Dote: ~ _ ~R 11/9/98 WLCAN MATERIALS COMPANY
ti . .Z PO BOX 4239 98182P2.D1hG
LEI Project Number:
clu MNSTON SALEM, NC 27115_4239 98-162
Scate Y l 1' = 2W l T4
r Ledford Enp~ineermg, Inc. r b a~ By cn.~w By. a
y al/ 'i f.,! 'x`14 .,k1: ~1 / rrr~ 1 ~ 7•~ i •j~. & -
306 WEST HAYWOOD STREET LKB n pplef _ , Shwt Na
ASHEVILLE, NC 28803 (.2-7596
G (3 r . . r t +oI
S - 17 w.
a

_ _ _ _ w . h _ ~ ~~Rt ~~'a ~a.7i 4~,~~ ~'o~~- ~
~ fn i
- a - ~
' 4 S a~
T P OF RAIL PRA -TRACKS & PROPOSED ~ 4 S 120
T .
120 1 + i~ N::. V,S, 351 3= 4
Q+ 4 PS ack ~ ~ + 'j `Z
+ Tr - 05 19 Sta. 1 SO 38 5 „ 3.
To 0 Ratil E 'tin Main rack 0+ 0 S Track 5 110
p f 9
110 SITE Q ' Y t:
n Propc o + C' Proposed Top Of Rai c ~
m A. r` N u 3,05 ~ + •r a Q= ~
8+22,21 Track 5= ° 3,D0y ~ ~ Sal e a ~ S~
Sal + rac S ~ o a 100 r~
100 ~ ~ ~ t >J r ~ ~ t ~n i aW ~ c Y ~ T Of Ra1,l E 'tang Mai Track ~
o S 19+43 Track S PS + + ~ ~ . a ~ ~ ~ `'li II 1,6g~. D Not To 8c~le
F- II Ii ~ U II ~ a ~ ii „ a ~ n Sl-P" J o ~
> > > ~ > W a SLP=0,09/. ~ 2 ~2~ o ~ xisting Gr and Ltine Z
w ~?--0. 89~ S P=0.~8% SLP=-0,1 % - W + N 90
90 i` ~ °o nm i ~n
~ / ~J P oposed Su grade 4 w
OQ ~0 o ~ O r, + U7
O In O - W O
a'~ Track 1 + m ~ u o` I I, rn op 0,~ R ~ - I- II c~ „ H ,I 80
_ , > g0 it n_ w a ~ a w r. ~h F - J. P
> ~ 1 . a I V S~ Y S P y~, - ,
0o cb ~ ~ cb ~ ~,o ~ o,c, o~:• o~ ~ W ~D A ~ fA ~ W o W Q~ ~0 ~sE- ,
~ ~D tb `0 OD ~ ~ ~ coo ~o , o ~O o O o O o o o N O O N~ O p IU da A ~ 0` N V W J ~ 0~ ~ v v N V N ~ W 'p ~ ~ ~ W W A A ~x ; ri,.. r ~0 0~ ~t R1 W OD r W `2 ~ o Ul W 00
D` ~ N W V ~ ~ p ~ 0) o, cp ~ CI Oi N W Q` W W , 70
70
+ + 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 A + + +00 1+00 0+00 , 7+00 6+00 5+00 4 40 3 00 2
21+00 20+00 19+00 18+00 17+00 16 00 15 00
STATION

u. ,

i.y ~ ~ q
y. ;y o - ,~w~ ~r
}1'{ - d} k
~z.i ~ api: '~G ~ - NOTES
~Ilj 1 - n` TR K(S) SHDWN 1. PROPOSED AC
"j - L' ~~,1 i~ ~ I y . 2. EXISTING tRACK(S> SHDWN
j.i . ~m W~ T ADHERE TD N.S. 3. ALL CLEARANCES MUS
. STANDARD PLAN 7-1.
N ~ h~ r~ TRY T PROVIDE GRADING, SUBBALLAST, hf 4. .INDUS D
- n. ~ ~ ~ i°.' DRAINAGE, AND SEEDING FOR ENTIRE PROJECT.
, i `1 ~ I,, . .V ~ T NG OR PROPOS MUST ~T S. -ALL UTILITIES, EXIS I ED
tip.,, 11 ~ a 4/) ~~i ..J 4 I 'aR'i°r, :b~n~t,~l~ .7~~ittl~t~~-r, .~,7.' ~ w -..zt,,,,._- ~ M T N F K SOUTHERN CORPORATION EE OR aL -J 4 MIN UM CLEARANCE STANDARDS AND ARE >
M ~ ~ , . {Y~ THE RESPONSIBILITY OF THE INDUSTRY.
1 t. (1 i r lf: k 1 ~S~C 1r C~'H / > cu iu~ fli ' ~ ~ ~ - . , ~ _ _ _ , L , - i L _ - _ J Ji ,
' ~ MOVE EXISTING - ' 7 : r`. ! "1.11 ~7"-..-..-r- ~ ' ~r~: ~ ~ r,~ ~ ~ . . ~ ww _ ti
~ DITCH AS SHOWN , , ; ; _ . _ L a . h L
~ _ ~ ; IN DETAIL BELOW 3' ~ti Q.,~ n ~ ~E ~ Y~; t t. s.ra:
- a. , . 1t ;y r u
, cw u. - s;<t ; - - 1 Y Fi
~ ~~zr~ . , ' r-- _ ..a._= Y, u ~ 's~ ' x _
-
. Ri'd' Line ~ ' E i. r i 790,6330 93.35 S Monur~ent Set
a r . ~ ~ ~ - w . d, r. r,L - r • , ' ~fi , 'i . " ~ ~ ~7~+~ is it i 00,0000 100.00 S Monument Set -
w_: ' fP'" r ~ a ~ - a . x , 1. V ` ~ .57 5 94.12 PK Nail
~ ~ . i ~ • , . ~r ,
i' ~ ~ t ~ ~ x , 539. 9 .45 . ~ - ~ - . 2. 7 97
, ~ i '{1 ~j i ~ ' ~ j~P it alai V .f:~ 1 .a~f. i ~ , t J
lr 75.3 42 1 0: 6
• ~ ~ ~ t i _ 1 ' ti ..-.._....m...-.....,_......-.......-... ~ . ~C' l~l~~ ~ ' o ' 7 9963,6447
i r„ ~ e { 4:
1 i f-~ ~ E• n '4e 4 a~' 7a' • M q# ~ '
Vropo~e~l ~I'p; ~ ..c'tir ~ ~ t F` - , - . ~ - ~ f. -y a ..t„
t i ~ °i.. ~ . x .
- , ' k ~ ti~~#`,. ,c~ ,3 • ~ 4,
i t ~ f c ' -
' , .a TEMPORARY SEDIMENT ~ ¢ . a fY
a ~ : TRAP 2 T ~ MPORARY SEDIMENT # ' 1 ~ , ~ , r y ~}I 1 t~ br ' ~ ,
s+ r ~ 16x32 x3 f,~ ..a y r,. 3 7 ~ r, ~ ~ , -i
9 f c~ . x44 x3 C 4 GRAVEL R • !RACK f ~ TRACK 5 TRApf 4 r~cx ~ GRAVEL ROADWAY , . ~
S ®Q~11~1~RY` z - ~ NOTE: CONSTRUCT SEDIMENT TRAPS AT END 4' • ~ 5' TIC ~ r4' r a:.
J r OF DIT PRIOR TO CREEK. REMOVE ' so' S TIC - jY.tV. of oosn,Fion
f : ' . ~ Wes, ~ STABILIZED. r •c Zt1 ~
i - \ a ~ " SLOPE 4 .1 ~ , . .
`o ; t ~ - rve to ,1~*~ Cu Da ~ . ' J~ 1 • w ~ ~ ~ .
~ • ~ . CU ~ DEG, RAD. TAN. LENGTH t a
~ ~ ~ ~ ' 1 ND. ~ ~ ; t ?•,d'• Correpaot.d fast htO~ 1Ctst Y
r;~•,, . < .a 1 5 - 43 -29' 7 - 30'- 00 764,49' 38.22' 76.33' 2,.r 4 1 ~ f. >...mss
r '.•i ' 7'"- Ol ° 30' 12^-23'-34' 46334'' 28.44' 56,70' 2. s,..a- eo b. s ar r.gYd. 1 - 9R . ~ tonal e S :1 to pr.v h d fib: f !o prtven.t '
' i ~ S^- 52`-22' 12^^23'-34' 463.34' 23,77 47.40' pondi rurfact. K. ~ ~ ~r;~' e~i
~ ~ LF 1 , 3 t 4 78^-.0'- 15` 12^-48`-22' 448.34' 363.19' 609,24' sy' u. .~Y.
1 f ~ ~ ~ ~ - 448. 4' 8,02' 55.85' 5 7^- 09 - 10' 12^ 48'-22 3 2 i ~ ~ 4" _ i,s~
~ - 47 .34' 29.36' 58.5 fr ,~~,:t*,. • ; ~ ~ 7,.- O1`-30' 12^ 00'-00 8 . , ~ f '`err • ~ ar
t r ' ~ 5^- 52'' 21' 12^- 00'- 00' 478.34' 24,54' 48,94' ~ ~
,i v, C ' ~ ~ ; ~ . ' ~ ~ c _ i 8 78"-Ol'- 15' 12^-23'-34' 463.34' 375.34' bc9,71` F'
• ~ +T,'.~4 ' F 4•.
• 1 ~k .f~, k v
r ' r----OVERHEAD STRUCTURES ~ 1" r , t (BRIDGES, 1?'ALK11'AYS, PIPE iz • C SCALE ~~~~a. GRAPHI
~ ~ - R:~ J" ~ °~dY LINES, ETC.) (FOR OVJQ'RHEAD ~ i - ` 9` ' ~ ~ A7RE AND CABLE CROSSINGS a ~ ,oo
~ ~ ~ . ' ~ C•• ~ ~ SEE N.S. STANDARD PLAN 7-i). .,F ~,:r k..
S, ~ E, q s. o
Fla . k = IN FEET
~ _ , ~ ti NOTB': ~ j~ !0 ty ~ ~ ~ ~ 11'Xa'RB THE TRAGIC IS CURVED Q / ` • ~ 2 - 100 ft 1 inch - y~a
i(~r ~ 0 ~ ~ II'ITHIN 80 FEET OF AN ADJACENT ~lF
Ode CT ~ 'i OBSTRUCTION, THE SIDE CLEARANCES f GSS2 ~ , ~ l~f;• ~ q ~ I ~ rj ~ SHILL BE INCREASED AS PER THE . 'Y".` R. :..5:
I ~ . ~ ' • ~ ~ ~ ~ 17 • ~ ~ TABLB' IN N S. STANDARD PLAN ?'-f. i M ~E ~ ~iF
~ .',1
~ YYY ~ {S ,C, '.S ~ i',~ . s ~ 1.
~ B ~b . F . , " .rr ' ~ W k, ~ PLATED TRACK SIDE :.i ~ ~ ~ F ~ nk . ~ ~ ~ ~ OF BUILDING „ ,y ~ ~F' r. F 0 ' q • i~ ' In
. r, . ~ to ~ ~'y~ u;,• ~ 'f. 1 ? } • ~ ,J:
a w
a ~ 0haQ,U1 T/ ~ ~ ~ ~ PL1'IORMS OR LOADING DOCKS S, " ~ ~ * ` ~ UNTY NORTH CAROL?NA A , ENKA BUNCOMBE CO .f ~ k _ ° Dote k
_ ~ y~~!'` SI~GIl.L BE CONSTRUCTED w4 1 JO AS TO PERMIT A MAN ~ ~ ~ 11/02/98 A ~ . a,~t RI S COMPANY a ti
' ~ AT Y ~ ~ - t m~~t„ , y.60' ir( N. ~ STiUVD OR 1YALK THERdON. ` , Y WLCAN MATE AL ~r " ~ DWG FBe:
rw ~ P'.1,. - iw~•,wwnn ve. Ate. .,i. ~,1-•A •!Y w•1 hP'n~ ~ 98182S1.DVtG' ~ ?,~-r,~ ,~~T , sw. n~' P!1 R(lX 439
II MUUIhIUAIIVN MtWt p 5 LQLorjvG DOCX$ amr) 9 UN Kkt~Ut~ l r;
WINSTON SALEM, NC 27115-4239 LEI Project Number: 98-182
2-NEW RAIL SPURS WC-E dL SPURS : Scale: 100,
. ' A. ....1 ,1. w d Engineerin wx. Le or 5:+. . g, Inc. . Checked By, : Dram By.
AL 7- clu LKB MTL
t''; . rr 306 WEST HAYWOOD STREET Sheet No.
ASHEVILLE, NC 28803 828 255-7596
t' 77 17
is ?w-.
4
g
,a, s

,r,;
- ~
-
- ~ ~t- #a. x;
i _ ~ j ; ~ ,

. e _ _ - US 19 23
4 . ~ t
. MIN
_ _ _ _ - _ ~ _ ,,~aw4.._ _ _ - . _ _ 1.5 FT
_ 1aZ00 CU FT /ACRE
.r 5 FT,< 12' T}N(2( MAX
_ _ , . . ~ NCDOT ~7 - - wASHF~ sTaNE
_
;sr d5o . s"
" ' ~ MAX. ¦ 14' FILTER
''f ; ; . . FABRIC
. - CROSS SECTION
r
F - . "
- NEW PERMIT :r~ ~ ~ ov1:RFllt s r... .
TI . MODIFICA 4N ~ . ~ FOR SETTLEMENT .
- z=-~ DESIGN SETTLED TOP . _ . HEIR
A ARE n ~ LENGr?+
r , ~ ~,~t 4 FT MIN. EMERGENCY BY-PASS
,v r E L 5' .1Y1 6" BELOW SETTLED 2:1 SIDE
- - ~ - .A•7 SLOPE MAX. TOP OF DAM 5 ~
f,' ~ ; MAX FILL
'St d 1;1 SIDE SLOPE NAX. j FABRIC NATURAL GROUND
i I,J:. - I • j'
i ~ i " ~ 3 FT MIN.
S, 7 ~ .}Pl-'~
Nr, STONE SECTION
~r . 4 r .
1 ; j ' f
~ ~ j._ _
~ ~ ~
_ _ ` .
X ~ ~ ~
.
. ~ t ~.ti . .
_
P RMANENT SEEDING RECOMMENDATIONS E
' - ~ _ ~Aw'M~ _ t I .f ~ ~ _ _ _ _ _ SEEDING MIXTURE
~ ' _ - S eciea Rote 1b/acro) , _ . - _ o eecue 1
` ~ _ _ ~ ° . - Sericeo leepede:a 20
_ , - _ . ~ ~ Konon leepedezo 10 Redtop 5
_ • - t - ;4 r - _ . - ~ ~ [dentucky bluegrass 5 -
~r, f SEEOtNG NOTE
V _ _ _ ~ _ 'a. . Alter . 1, ute unecorified seed for seriao leepedeza. ~ - . NURSE PIJ~I'$ ;
. , 33.35~~.~~E . 2
_ 1 I miNet 1 S Ib Aon 1 ~ 't ~ BetwNn 1 and 15 add b~Aore t a / am Wq~ a aft r 10 Acre roan . R be benetetiol io t1N alld a br odd rye 9 ) ~ P~ ~ . ' ,
. . March. _ ~ ove tM Mlyedetot . _
, ~ . i ,k~' S SEEDING DATES , ~ - ~ -
=ry,, Best . r I 1 1 f 1 ~ 1 • i 1,
' i Below 2500 ft.: Aug.15 to Sept. 15
~ , ~ ~ l . ~ ~ . _ . , _ ~ ~ .
~ ~ t Above 2500 ft.: ~ Auq. 15 a . . . . t l f
r . ..r - I
. _ ~ ~ - ~ ,ti, . apply 4,000 Ib/Acre ground ogricufturol limestone and 1000
t~ e• „ ~ v. {T ~j ~ ,

Ill K i L y. ~ i ` ; . . n- ( .w ,.r • a uivolent cover of another s+atoble ~ rowng, or netGnq. Netting ~ the p
j 1 . .v . • t, ;t. . .
. i. , r - ~ . , I ~ n , ' ANNTENANCE
,o - ~ , , , . ~ - ~efert2ize in the second .yea unhs g immediately following erosion or other
x
~ 'K ~ ! r 5 . ~~'i!
,j ~ ri ~ , F, ~ ~ of
.f • • ' ~ , ' .r1 .
' t l _ ' TIONS
i Ai _ ~ ~ r~ F ~ i 9 _ t -,r
1 ~
1' is 1 ~ 1~: ~ , Rate (Ib/Acro) . ~ ~ 120
- r,: ~ ~ a • - ~ ~ a t: ~ .
j, ~k ~ ~ t ~ t t; ~ b and a' ~ ij ~ :~x:
4. i - ~ i ~ ' ~ ~ . A' Al. Nepedezo of ~ 1~ irlMld , ' , ' i ~ a . ~ ~ i
-
. s ~ -Above Feb. ~ - 111.• r'``
l~ ' ~ ~ ~ t ~ ~ ~ . ~ 'i, ~ ' Below ft: Fetk , 1 *i ,w - Jn. 1 C in Dec. 1 b ~ : `
a , ; `Cogefd Pla ~
~ .x . F ~ ~ LEASED BY Y ~t AMENDMENTS
r ~ . >beoommendotions of IMts or allb Aae Irneetone and 750 ti^` ~ a . ~ , R?~llelr 10-10- t O tertiNzM. '
~ ~ • ~ ~ ~ ~ 115.40. ,AC r ~ t =j
. ~ ~ , ~ MULCH p ' ~ 4,000 Ib/Acre strove.. Allq+or straw ,fvodiq with oa hoR, netGrq, a a mulch onchonng tool.
_ _ . ..w blades aet ht can a a mulch onchori bal. A desk wRh neod~? dbeq iw/ nq
_n......._- _ _ _ . _ ~x-~ ' MAINTENANCE
; , RefertNize M growth is not ~ adequate.. Reseed, roterti6ze and mush immediately following erosion <ti or oth>tr damage. :.r"
. - _ . ~.....s> - ~ ri _ ;x:`
: ,,~1 . _
- erosion Control Notes:
u , 1. natruct Sedimen# Y sat Ena of Oitch Y.I r~ M
~ ` f . { Prior to Creek. ~ _RNrtove When itch is Stabilized.
J J' , r l :ti . ~ ~ ~ ~ F ~ till I° 2. Clear & Grub And Cortetruct To Grade
' ~ Within Clearin um~s. ~ 9 : t' ~ 3. On AN Disturbed Arsas S read To soil Fertilize,
p p ~ GRAPHIC SCALE ;'Y . ~ - ~ . ! Se~d~ Mulch In Aaoolydance Mlftfi The Seeding Schedule
j, _ ' f ~ At The Earliest Po~ible Date Within 30 Da s 200 0 lao zoo ,oo eoo ~ - ~ ~ Y
r ~ j: l Of Completing The Grading
~ ~ ~ 4. When Ground Cover h Estabiiilte~~ Remove
f ~ ~ Er Control s Thin R'ertilize os+on Irte~iue , Tx E>J ( ) Seed, And Mulch At~orlding To - ~ _
, j 1 inch = 200 ft. The Seedin Schedule. g
~ _ 3'
l - k
- } , .~.vi ~
Rl ~ ~ t 1 i ~ t ' O \y ~ ' ~ ~ 1 t
? J: ~ ~ t
~ .t ' ~ ~ _ .
• ~ - .
~ a, ~ } „ r. Z ~ , • ~ ~ - NTY NORTH CAROLINA Y'. ENKA BUNCOMBE COU
~ r ` ~`t~ ~A ~~a Date: 11 98
_ _ SN,...•... t,q~,., WLCAN MATERIALS COMPANY s DWG FAe:
, Akl 4
1 ; LEI Project Number. WI ' NSTON SALEM, NC 27115-4239 g -162
_ ::i~-r • scale:
200' Inc. ,
f ,C ^Y ~ • r z of • ~ : Ledford Engineering, Oro" B )r Chocked By. MTL
LKS 4., . . 306 WEST HAYYVOOD STREET
Sheet No. " ASWMLI.E, NC 28803 [phone]
•r- lip
a

_ ~N ~,y
ill s
• ,
AKS4& T P dF RAIL FR LE TR C PROPOSED 0 <S4&5 loo
T
120 . x V.S. 351+ 3=
0+ 0 PS T ack ~ + ~
I + _ u 45y g Sta. 1 50,38 Tr 5- g. 1
Top f Rail E ' ting Main rack +00 PS rack 5 0 - 0 ~ 11
_ o
110 o SITE o ~n-. ti
Pr o + c Proposed Top Of Rai o M ~
i m ~ v n „3,05 ~ + ~ . LP .
o ~ > ~ S
S a 18+22.21 Track 5= p o •~Oy, ~ ° o o ° 100
100 co ~ ~ - ° ~ ~ ~ r n ~ L . i ~c aw ~ y } To Of Ratit E ' tang Maa Track
Z S 19+43 Track 5 PS + ° + a + m n + ? r. o ~ , it W ~ ~ ~ „ m ~ ,6g% D Not To Scats
~ III I{~~ ~ 11 ~ U~ Q Q'' ~J ~ d. F- ~ ~ ~ I I ~ n S1-p" 1 > ~
_ ~ ~>J yJ ~ ~ ~ w a. ' a w ,1 % SLF=0,09% w w ~ o_ ~ o ~ xistin Gr and Ltine ° 2 +N 9
w 0. 89: S P=0.28% SLP 0 = w 90 9C - u~
r` ~ o H I
c' ~ ~ o ~J F oposed Su grade a.w
r ~ ~ N ~ +N
~ ~ tip Coo • iY 1 f
op Of Rail Track ~ i _ ~ ~ I~ w „ II ~m _ ~ 80 F 1. i --r
~I _ , - 80 II ~ ~ d w w o_ w r'_, _
~ ~o ~o ~ O o
~ Q} W N co' co coy} o~ ~~D ~p W10 CbW W~ goo tpo BOO Op Oa Op ~ p N tp ~ ~ ~D ~0 o v ~ O R i' , v (a ~D A ~ J ~ p W 0~ ~0
G O ~ p p ,p q) l~ ~ ~A - W :,1 t~3 ~ ~A ~I V 'U ' Gl ~ ~ ~ v ~ v ~ ~ ~ ~ 01 N ~ W ~ CO W W W r O
0~ ~ ~N V ~ pv W~~ 0~~' ~00~ ~W 'Q0~ W W G1 70 7 .
I 70
+ + 15+00 14+00 13+00 12+00 1t+00 10+00 9+00 8+00 7+00 + + 3+OC 2+00 1+00 4+00 7+00 6+00 5 40 4 00
~1+00 20+00 19+00 18+00 17 00 16 00 4.
STATION k.
4.
i`

r -
-.t .•.V_.- _ NTS~ 0E ~
c; 1. PRDPOSED TRACK(S) SH(JWN j
i 'L 2. EXISTING TRACK(S) SHLWN ~tt
,:y `-y 3. ALL CLEARANCES MUST ADHERE TO N.S. 1
- STANDARD PLAN 7-1. r ' f-`
- F~ - r ~ a. INDUSTRY TO PRDvIDE GRADING, SUBBALLAST,
t Y' i~ ~ p-~ 1 1 tia ~ tr. C - , _ fr rr~ _ RAINAGE AND SEEDING FDR ENTIRE PROJECT, D ,
UT ITIES EXISTING OR PROPOSED MUST 5, ALL IL ,
_ I RF LK SOUTHERN CORPORATION . MEET NO 0 MINIMUM CLEARANCE STANDARDS AND ARE
~ ~~l Cllr „ire rr t;.( - THE RESPONSIBILITY OF THE INDUSTRY,
~a - t
~ ~ ' ~ MOVE EXISTING - - y - _ _ _ _ t: - .f. . y.":, - „ e,
_ - DITCH AS SHOWN ~ ~ - . __._..4 ~ ~.K) 'y" 1.,
a ~ , _ ! - - IN DETAIL BELOW • _ . - - - _ • x
y' '.aN r1Er.. ,'S
, -,rte-~-- ---,.....w,r - . . -
- • ~ - POINT a , . A' ~ ~ Il,EfiA - _ . _ _ t NORTHL' _
i N . . n . h
~ _ .5790,6330 93.5 Monur, nt Set
- _ M ~ i .i.-, , f } M.. ' >f: 1 • ~ 00,0000 100.00 S Monur~ent Set
~ a f1 r~ R~~ ! ~ ' • # . • H ~ 6.1 5094.5725 94.12 PK Nazi
. i _ , ;a, w..tJ S - - r _ ~
- 1 ~ _ _ 79 ~ ' y _
= 1 . - - -.j.. r--_.__.-._-~_..__... _ , - ,,v er . , ~ . - ~ 1 I - - ~ , , 5 685..58 _ ~ • ,
- 6 ~ ~ . . 9975,32 . ,
,.t..~ ~ I- r ~ 9 .644 _ ~ G 3
l . - ~ _ n ~ .,i'x~,
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X ~ ,f,~ , ,
d 1~:. A< , 7 ~ 4 . ~s'', _ 1y~ 1 w ,5.
r . I .....-..,~,..ti-- ~ ~ I
' _-...r~~___--
1 T.~t~'r TEMPORARY SEDIMENT , . ' : NT TRAP #2
TEMPORAL ,
t`'- P 16x32 x3 ` - ~ ~ • . , TRAP t • . ,,,y~ u f 1 1 ~ . K 1 7ltACX 3 ' ,
.7 t , 22x44 x3 C 4 GRAVEI ' RAVEL ROADWAY TRACK 5 TRACK 4 Txac rtencx ~ 4 G
BOUNDARYz . , _ Nd't~. ~AIl~~1'RUCT SEDIMENT TRAPS AT END o ~ ! 5' T\C 5` TlC 13• ~ !s• r
' ~ R MOVE OF DITCH. PRIOR TO CREEK E r - 6LdY. of com+~mo >
' - WHEN OfTCH IS STABILIZED.
i' ~ ~ • SLOPE 4 .1 2~ 2 " _ d0: f ~ u
- ~ CU/"v,~ Data
~ E DEG, RAD. TAN. LENGTH 1~
- ~ • °1.1 \ . [ " . 9" Compoottd Su0- la rd Su0- last ~ ^;j~^
" ~~,y 5`- 43 -29' 7 - 30 - 00 764.49' 38.22' 76,33' .1
~ ~ * ~ 7^- Ol'- 30' 12"-23'-34' 463.34' 2844' 56.70' $ S„b_ de to bt stobi~std a.r ro i ~ ~ = loon! eonditio~ns. S1 40: ! to ~ bused a.r re ps 40: ! to present
i po+~d4rty of surfact tr. • ~ i:~ 5~-52'-22" 12"-23'-34' 46334' 23.77' a7.40 IUC~K• 'q Y T s
j ~ ° 7 1~` 12"-48'-22' 448.34' 363.19' 609,24' i ,~,t , 8 .0
• ~ - ~ ~ ~ 7^- 09'- 10' 12^-48' 22' 448.34' 28,Oc' 55.85' / -
Ol'- 30` 12^-00'- 00' 478,34' c936 58 ~4' I ,~s: .f `I
~.x~~. S^- 52'-21" t2^-00'- 00' 478.34' 24,54 48.94` b d • n y
• ~:rk ~ ° 78^-Oi'- i5" 12^-23'-34` 463.34' 375,34' 629,%1' ~ ~ r. 7 ~ ~ ~iK, ,v~.
M ~ Qr y
~ v~r
z r>,~' OVERHEAD STRUCTURES ~ "t 'f" (BRIDGES, If'ALKWA}'S, PIPE . 4.: GRAPHIC SCALE
~ 1 .r} q ; ~ ~ LINES, ETC.) (FOR OVERHEAD so goo zoo 00 0 .
- . + z>=~. WIRE AND CABLE CROSSINGS ~ . , " r. Y ; ' SEE N. S• STANDAR PLAN 7- ~
.0 . {
~ .~Ck ~ h q s. oo' 1 ~ ~ a (IN FEET) r
~ .r , ~ ~ ~ NOTE. ~ ; ~ ' P3 0 W ~ ~ ~ ~ WHFRE THE TRACK IS CURVED 4 'i~'r XIN U V ~ ~ ~ NlTHJN 90 FEET OF AN ADJACENT 1 inch = 100 it. • ' ~ , .
i7~, ~f~ r Cry _ S I ~ OBSTRUCTION, THE SIDE CLEARANCES ~t~ t.
~ 1 ~SSCTjr G ~ V ~l a SHALL BE INCREASED AS PER THE
rn ~ ~ } W ~ • ~ ~ TABLE IN N S STANDARD PLAN 7--1. v~4~ya
~ ~ ~~00~ o r~, o ,z?
m '~~`U~,~ t.~ ~ - 1 ti~~'w~l
Iaf , ~ PLATFO TRACX SIDE j,~ ~ . ' ~ ~ OF BUILDING T, ~ ~ . Q s , ~ ~
ri~ ~ Q °m . e
•
o r ~ ~ T~ AfA Z ` a ~ a 0.h PLATFORMS OR LOADING DOCKS T D ENKA BUNCOMBE GOUNiY NORTH CAROLINA x F AF Dote:
e ? SHALL BE CONSTRUCTED SO AS TO PERMIT A MAN A T G P re`.. 1/ 11 /02./98 E MPA G o RA C A ~ , ~ AN MATERIALS
- RY C . ~ , ` 7.50' M N TO STAND OR WALK THEREON. R Y WLC G • DWG File:
_ .,n ,....,.-.w. ~,nu n .-~w . ~~n. i nrni ~rrT rl . - PO BOX 4239 I 98184S1.DY1G _
(rrwtrvnm~ vic I'tKMll MUUItIUA{IVN M < LOADING DOCKS ONLY) rILA{1uN MtLlutZ:I
WINSTON SALEM, NC 27115-4239 LEI Project Number: .
2-NEW RAIL SPUI Lr) cv CAL CL-EARA.IVCZ, L D RAIL SPURS 98-182 ( U Scars Al 20' 100,
Q1 rin Inc. ~ inee a., ford Engineering, d Drawn B Checked By. r~ .
N LK8
lp 306 WEST HAYWOOD STREET MTL , y Sheet No. w
4 ; ASHE\ALLE, NC 28803 [phone] u F ro 1
U1 (7 ,ra
Z a M1 4 1U
a.
Jtv

_
' ~t .Y w*? r,
. is rt~ yn, _ _ . i r . ' ~ ~ ..y of awy .-a-..
~ ,
_ - -
~ ~ . ~ ~ ~
r -
_ ~ ~ US 19 23 1
_ _ _ , r -z. b~
_ A 1NN
- . _ _ _ 1.5 FT
. , , _ ..r - , ` 11!00 CU FT /ACRE 1 5 FT
t;: / ' ti. 12' TIfICK ~ MAX
~ '1. t . . ~ _ - STONE
- ~ ~ ~ g.
MAX. ~ tt' FILTER •
FABRIC
0,. . - CROSS SECTION . ~ a:
"i.
NEW ~'ERMIT i d
' .t.-- ~ r "s. OVERFILl6 , ,i fOR SETTLEMENT
. . ~ MODIFICA ION a ~ , .A ~ OESIGAI SETTLED TOP
AREA f t , _ _ ~ rtEIR
v , " ~ 'i r ; ~ tt- LENGTH • . . . 4 FT Met.
^f E~IERCENCY BY-PASS
f 2:1 SSE 6" BELOW SETTLED
r ,a. i ~r t i L ~ - ~ ~ 2 ' SLOPE AIAX. TOP OF DAM , 5 FT NAX FlLL
i . ~ FLLTER
! ~ , ~ ~ 4 ' ~1 ~ * ~ - F, ti, t:t sIDE sLOPE MAX. FABRIC NATURAL GROUND
_ ~ yr ` ~ ~ } _ ~ \ s 3 FT MIN.
- ,a, . _ :1
< STONE SECTION
i , .
r _ . .
y, , ~ y, t his ~ , ~
. ~ a _ , r- - _
_ - . ~ . . w .
_ , . _ F
i . ~ ~ _ ,
. ~ . , a
- ~ - ~ - r.
~ 1 ~ , .l. Y.y ! ~ `h
5 - PERMANENT SEEDING RECOMMENDATIONS _ _ _ a
' ~ !fir :.f. ~ ~ SEEDING I~N(TURE } - ~ Rate Ib/acre) t ,
_ _ _ Serioeo tepedezc 20
~ ' 4 - - ~ Kenan INpedem 10
t t . _ - ~ _ - - Kmtuciry tduegroee 5
~ ' - i : , i,' f
_ . ~ fl~ ~ .,$Y - ~ _ ~ . . SEEDAI6 NOTE . ARK Aug. f, ute unscarified seed for tterkeo Napedem. ,
, , .H ~ - ~ _ . _ 33.E ~ ~:~CR ~ - ,
~t ~ ~ 4 j : 1 ~ Nt1RSE PLANTS s~ • G ` Between Yo 1 and Au , 15 add 10 q/Atxe German millet or i5 Ib/Acn , ; Y
~ - . ~ i=s ' . ~ C Y., _ j after Aug. 3, odd 40 b(Acra (gram 1t may be t?ertet~Cial to Glatt the 'T ovarseed the ! ezas ~n March.
t y ' - . _ . - ` - - ~l ~ " a.... _ ;
- / _ M_ -,n... r.,M.. ~ SEEDING DATES A R Beet .
K y "S/ r .r j ~ a . ~ ~ . s f 4 Below 2500 ft: Auq.15 to Sept. 15
~ f q S~ ~ . Aior. 1 to i .
w. _ ~ L. j ',i ttb<we ~ 1tc. •>d Aug. , ~ .
. - ' - - - , ~ ~ • . - ~ rcrx r - - 3 ,
- ~ - f ~ 1 ~ - , ~ +A
r , ~ e / or 4"000 Ib/Acre ground agricultural lirneatona and 1000
r ~ r .'t F- - I y ~ ~ i:.. ,x
e ' ~ ~ ~,~y t a E ~ - w . ~ IMne
~ ~ ,i.:. ~ - .x - .a~,~~my'' - ~ r
~ .y ~ 1. - i ,~r~ .m
~ [ AfAINTENANCE , ~ . Refertilize in tM and year
• } ~ r• ~ ~ ~ immediately t mg erotuat
3; ,pif ~ w , - -R f ..7. ~ r~ t.I,l ;~s ..Lw. 1. . t _ i I`. j ~ .
C .t . y r + f ~ ~ ~ ~
; t e i ~ }a t '~Y
.r« , w#, ~ .
~ r , { Y r r . RY SEEDI EC ' . R; , '-f ; ~ - fJRLY SPRING ` ` • ' '
. i - + , l - , , 1 ~ T w. _ ~
, ~ i ~•,f ^ I f I ' i ~ 7~ 'Mb. ~f. .t { . i~ f ~ 4 MIXTURE ~ ti n ~ , ~ i ~ i - ~ , f r°~ - ~
Vi'a``` RR . ~ , ~'~Y' „ ~3f 4 ~ , j.i r 'l 1 ~ ~ r ~ ' t i ~ , ~ ~ i ~ a ~ ' }
~ ! Q ~ ~ iy ~ 1. , i ; , ? ~ ~ i . ~ ~ 1 ~ .T , i ~ leepedezo (Kobe t Olld a Po rj~~ i.. ~ r.
ii vy71'. Gf - i }i f 1 r_. 4y p./ 'S ft ~ , : i ; , ~ ~ . Cooetol Plain, Korean in s) _ , F r ( ~ 1 ,y ~ iw 1... • ~ , . ~ ~ , .s ~ A I p ez Gan June,
i t ,f . ~ dhrtuol ea ed a d ;-:1t >~t !1~' X111 ~11N t ' ~~4' ~ rv
+w ~ { - ~ ~ DATES ~y
' - ~ 'fir i. ~ i f ~ ~ :i j ~ t , ~ ~ ~ (3
e I. ,0 v ~ > ~ f
' ' ~+leiir? -Dec. 15 , . 3, - ~ ,
w~. $ ~ .a LEASED BY C r k f ~ ` ` ~f . ~ - , rT! . ~ 'NCOmmendoti testa of hlr~~MM! ~fa~M1 MNelooe ~ 7Jb
- _ . w; _ 4 115.40 AC S ,
<.~1 ~ r, r a' ~ ~ ,
_ . ! , 4,000 Ib Acre or *Wt ANiOh , ~y / .Aar, t,>~ . , s ~ A duk with blades aet igM OM. s
. ~ ,r .f . .
• ' , MAINTENANCE , • ~ RefeRflize if growth ie odaquoM. ~ enoeiott . ~MMw kloMllq ~ .
ate. e ~ ~ ' - . ~ ~ - or other damage. ~
`'~i. ~ ~ 1 . ~ ~ ~
~ l`+a f. ~ ~ ~ : * ,tea , ` z Erosion Con tee. a,,4. x
,
si,, t • 1. Construct Sed" aps d,', Prior to Cree ove i
- s`'~ t 2. Clear & Grub st rte- ~ .
. Within Cleari ~ l w =
~ 1 ` ~ ' ~ ti . ~ _ 3. On All Distur Spre~!# ~ GRAPHIC SCALE ~
_ _ _ ~ f ~ . - ~ Seed, Mulch danCt"' ScMduil~ w~.
t At The Earli le >ne tea ,oo soo ' ~`.A~d 30 ~ o zoo
} _ - _ ! Of Completin radinq. ~ 4. When Ground Es
~ ~ _ _ ~ - Q - _ _ , Erosion Cont ur
J . r, ~ DV FEET k Seed, And N rdinq Yti , ( )
Ql - _ _ ~ 1 Inch = 200 tt. The Seeding ~ , ~
Q7 ti '
N c x,
m - ~ ' - 9°, c.,
- _ - ~°h~ • ~:8
WNED BY C - R y r'..,.p
> x7,.94 ' a
~ ~ ~ ~ . ~ _ s
' ~ ENKA BUNCOMBE COUNTY NORTH CAROLINA 4'
d`f~' ogre: ` ~ ~R 11/9/98 : ~ .,,t~........Ql~'~.. WLCAN I~ATERIA~_S CCIUPANY
r~ DWG File: _ .r~ r ' PO BOX 4239 98162P2.DVG
Cu -r- , v
- i WINSTON SALEM, NC 27115-4239 LEI Project Number: ' 98-162 r
X . - r j .1 f + Scale: ,
1" = 200 LAdford Engineering Inc. Drawn . BY Checked Y
LK8 MTL u
01 306 WEST HAYWOOD STREET w Shoot No.
U7 4.i s + ASHEMLLE, NC 2880x3 l X5-7596 14
a
, .
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.

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r . ti y , .
TP FRA PR TAK 4F ~R~' 0 RCS 0 DSED 0 IL E ,CKS4&5 loo
' loo r--
V.S. 351+ 3= /
0+00 P ack ~4 0
" r'~ ~ n 7 Sta. 1+50.38 Tr 5= ii 3.p5 g
' ?'o Rawl E ti Main rack P 1 ny 0+ ra k \ o
. 110 110
' ' SITE o ,y
' ~ ~ Ri ° + Proposed Top Of a c C
r + w u --3 ~
S a 8+P2.~1 ~ Track S= ~ c o o ' o + ra S O ~ o p o n
100 ~ .-r ro o 0 o 100 N > ~
z S 19+43 Tra k S PS + + ~ N ~ ~ o . ii + + ~ ~ i snit
Q n u > u ~i ~ ~ To 0 Ratil E ' ttin blai Track C y f 5 ~i _ 1,68 <
„ v n n. F.. ~ u ' ~ , ~J 1J 7J w a. Q. ~ - ~ J D_ ~ „ SLP~ n Not To Bale >
J . 8x ~o.~8x s~P=-al •r. SLP-0.09% o_ w D_ 2~ p ~ ~ + ~ xastang Gr acnd Lane Z
W 90 y--- 90
: t~ O u o` „
t o 0` ~ o o ~D ~ p ~ J P oppsed Su grade a W
. Ci + + O ~ r-, CO I In
o Rail ?'rock ~ ~ I l aP _ ~ n rn ~m ~u vu ~u i
80 ~ n a. w a a. w f 80 ,
i ~ J ' t Q_ W p+a~,,
OJ Cb GJ 0) CD GJ CO cp t0 ~0 ~p tD v ~ ~ w ~ r ~ :.z: ~ c -.r~. a~ y
' OJ N ~ N ~0 `0 ~D ~ ~D ~D O `D O ~D O ~ O ~ a ~ ~ ~ o 0 0 0 0 0 o n K 1p ~ ~ ~ ~ r ~ O ~ ~ ,P ~E'~`k' ~ 9$' is ~ N 0 W ~ cn ~ v A o ~ W Cr ~ x~ ,
N~ v ~D ~ o O N 'A ~ O~ ~ v ~ v N Ot 'A v V R ' N ~ A v p v W~ v~ o O 0~ O~ ~ N Ut W # 0~ ~ G }k ~ W O Ul W W W QO , . , , o
70 } ~a

1+00 0+00 19+ 18+ 17+00 16+00 15+00 ~14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+0 2 2 0~ 00, 0 z+oo ~+oo s+oo a+oo 3+ao ~+o0 1+00 0+00
• STATION

. " .
w v~

`r V ~ a w
~ r +r-
!L r; - w.
d ,
,,ta ~ i MF T_ N~TES~
y., t ~ yi ; 1. PROPOSED TRACK(S) SHOWN
~ 2. EXISTING TRACK(S) SHOWN taa~ _
, _ ~s s i
V ° ~t L ~ 3, ALL CLEARANCES MUST ADHERE TO N.S. f~ ~ ~F STANDARD PLAN 7-1.
r~ ~ _ i v 1 ~ i~' 4, INDUSTRY TO PROVIDE GRADING, SUBBALLAST, >
~~~y lT ~nl iv ~ ail n ~ DRAINAGE, AND SEEDING FOR ENTIRE PROJECT. - ~
n ?S,~ f - _ ~ r i ~ ~ Q S. ALL UTILITIES, EXISTING DR PRDPDSED MUST =;-z
I'" ' MEET NORFOLK SOUTHERN CORPDRATIDN ' /'1 1 ~ rr,; r
]Qr,')" ~ 1 CY7.:'I ~`rlbQlc - ` r / wrG ' ~ - ~r~ Ir,,.,, ; CJd'R . , ~ r; ~ ~ ~ MINIMUM CLEARANCE STANDARDS AND ARE j.. I,,, ~r;~ , ' THE RESPONSIBILITY OF THE °j ~ I q
r ~ ry MOVE EXISTING ~ ~ ; - , u~1 7
_ _ ~ , DITCH AS SHOWN , 4 ; ~ d _ ~ _ , . ~ ~ ~2l ~ ~ t.
j . , ~ r + IN DETAIL BELOW . ~j_I ~ ~
r i Q vt ' ~ ..r,., ..a' ~ ~r ~r , 5~ ~ f'.
. ~ _ . • _ . Cl~~ ~rt~ " ~ iti , «M
~ Pa.r;, el N a. 7 ~ Pu,rce
- , _ ' ;i~ , , H y,4r . PO ~ ,
w . ~ _ _ _ " . . ~ . ~ ~ . ~ - ~ ~ EA~'INI~~ EL~V'ATION N
i r (C r _ , P c. .35 Monur, nt Set
• ~ r - r , .y p„ _ " ' 5. u .y ,A
' try 7 _ _ ~ ~ j 0 . ,
. ~~Y . > , nn . 94
~ F
° I a'~ ' (x ~ - t!. Ib n ~ ~ ~ ~ ~ " ~4 B! ~IPrQ~ Wpb . ~ ,a ~ , i- ~ ~ ` ' ~ . i' ~ _ - .r ~ ~ , rr ,
, i - ~ , w . , . r ~
s . w i. , . ~ , , . _ ~ o ~ 44
• ~ , y ~ ,
1 . i, . . ,
• ~ t• f ~ _ _ . _ Vl.~ ~ ~ ' _ .s
~
. , , ' • F z f' ' / ~ ~ ~
' 1 I ~ ' ~ • ~ TEMPORARY SEDIMENT ~ • ' ~ ~ -x+' ~ ` ' r ~ ~y _ ~
TEMPORARY T TRAP #2 , 'u ~ ~ , ~ . ~ . _ r° a µ - .
l ~ R ' SSG ' •"~y I 14+Q ~ TRAP 1 • ~ , ~ ' 16x32 x3
~~9 4 ~ ~ ~ ~ - ~ .Y 22 x44 x3 N 3 ~W.
BOl1NDA1~Y'-- " >.~~1~s ° ~ C GRAVE u~~~. ° - T TRAP AT cif f ~ NC~'~. CONSTRUCT SEDIMEN S END T ~ TRAGC 4 rR., cx f ,pr s : C 4 GRAVEL RDADWAY ? ~ _ . , r l~MAK T
~a+
~ ~ ~ OF DITCH PR OR TO CREEK. REMOVE I lLtY. o,/ oom+6o+r.
r ~ ~1" } . WHEN DITCH I$ STABILIZED, .1 b 2~
l ~ e. N` t ~ , SLOPE 4 • ~ ~ r k r -s:, Ctarve Data 2' . ~
1 I r a', ' Q 1 ~•'ry a so.
` ~ - t• DEG, RAD, TAN. LENGTH .r .ti i . :
f r ~ ~ r' y a'. - r - - ' rat: ~ ~ 5" 43'-29 7^ 30` 00` 764,49 38.22' 76.33' P. 9" covrepotictt/" ~l1te- tte e- ttast ..r. ~tf
i ~ `b T" _ ~ + 7^- Ol'- 30' 12^-23'-34" 463,34' 28.44' 56,70' t ~ _ . ,
t ' i " 4"` , Sub gryd~ to b~ stq$ as rr ~t 'r,. ' -`V 5°- 52'-22' 12^-23'-34' 463.34' 23.77' 47.40' focal aOred~[ttona. S : f to 1 P ~ . pondi~' o~ surJac~ d as T. ~ 1~,~: f to pttvsnE ~ ~ ~ < d
78^-.0'- 15` 12^-48"-22' 448,34' 363.19' 609.24' YI~IN• ~ >A~B
~ a?~ } ' ~ ~ ,~t~v 7^- 09'- 10' 12^-48'-22' 448,34' 28.02' 55.85' ,t ~
1 : - s• ~q , f r e ti `~~a, ~ . 7^- 01'- 30` 12^- 00 00' 478,34' 29,36' 58,54` r
i 1 0 r : c , c . f y~ t7, r:. 5^ 52 - 21' 12" 00' 00 478,34' 24,54' 8.9 t.r 9 , ` ~ ,
~ ~ Ck 78^-Ol'- 15' 12^-23'-34' 463,34' 375,34' 629.71' ti: -'y'. ,
a iT s
~ Y' a ~ +'F Y' 4 y
' ti. . • w : OVERHEAD STRUCTURES . x ft:.
" I ~ (BRIDGES, 1IALX11'AYS, PIPE i ~~+4 ~ ' LINES, ETC. (FOR OVERHEAD , . ~ ~ fi U3 GRAPHIC SCALE
' ~ ~ l ' f . . ' ` ~ ~ R'IRE AND CAB E CROSSI GS T.
\,~Q ~ ~ . SEE N.S. STANDARD PLAN 7-1). T r. ~ ~y- " ~ y-. .
yip, t ~1 ti ' J (v 9.00' ~.i of ~'iti
~ ~ . 3.0' ~ ~ ~ ~ NOTE: i a : , i
~ ~ ~ W V ~ ~ MHERE TXE TRACX IS CURVED ~ : rQ ~ IN. tl W ~ F s ~g C " ' ' ~ t, lPITHIN 80 FEET OF AN ADJACENT L r,
rOS~ 1 ~ ~ OBSTRUCTION, THE SIDE CLEARANCES , ' Z~.9 `,x " Q O O a N SHALL BE INCREASED AS PER THE j-.'•. . L . 1 inch = 100 It
+ s W ~ ti TABLE IN N. S. STANDARD PLAN 7- ! . ; • i ~ , # ~ ~.f.t ~ ~ :?h.
I . h yS rr.^, tt 'w. f~ fi ` F. M'i r ~
~ ale" ~ i~a~w~ • . 4
j ~ 'Ast 4 't ' W k, ~ PLATFO TRACX SIDE 1~ , ti# P ti tR..p Y ~ ~ ~ ~ q OF BUILDING t , ,
~.t'~'` n - ! :b'
• •
o ~ 410 0 ~ „.;~.4p z ~sJ, o~~4h T/ arA 'a. PLATFORMS OR LOADING DOCXS : '~t
~ ~1;;t; : ~ SHALL BE CONSTRUCTED ' . ~ AFFECTE ENKA BUNCOMBE COUNTY NORTH CAROLINA
~ ~ ~ r ~ ~ ~ - t'r . SO AS TO PERMIT A MAN ~ ` ~ " r ~ . C A Y ` ACREAG ' qtr Y
m - ~ V . 7.50 M N. TO STAND OR A'ALX THEREON. , . ;c . UIi ~aN ~or~Rioi ~ ~n~~peNY „io2is8
ti (PLATFORMS OR
LOADING DOCKS ONLY) PERMIT MOD R ftV,N
N f k"NS V ? rnI I r VI Nr 1 ,1w vv r?n r ,r r r. D'MG Fie: REQUEST PO BOX 4239 98162Si.DM - LEI Project Number: PUBS 2.29 TON SALEM, NC 27115 4239 S 98 162
JVC-E 91 all q dP
(p f t f r o tr t 100" or Env (r~ineerin Inc.
V Y ! {fk Drown By. ec y Ch ked B .
LK8 MTL 306 WEST HAYW~OOD STREET
Sheet No. ILLE, NC 28803 [phone]
r
is

_ m~ ~4 . . ~ , , _ f'
' . .t ~ " ~
.
i, .
~
1 I. j ,
_ ~ ~ , _ ,
~ ~ _ US 19 23 - ~ ,
i
_ 3 FT .
_ WI
- tt;. _ - 1.6 FT
. r - ~ ` l ha . ta00 CU FT /ACRE . S ~
. n ~ . r_ 12' THICK MAX _ NCOOT /57---?
wAsHED sTGNE
_ s 1
1` 7 ~ d30 ¦ g.
' ~ , MAX ¦ 14' flLTER , . \ FABRIC
CROSS SECTION
~ ~ t ' . . ~ .
_ . NEW. P MI . OVERFILL 6'
. - - IFI~ATION FOR SETTLEMENT
, t: MOD } . DESIGN SETTLED TOP
A _ ARE ~ z
. LENGTH 4 FT MM1.
- _ EMERGENCY 8Y-PASS
' r 2:1 SIDE 6" BELOW SETTLED . SLOPE MAX. TOP OF DAM ,;r
' ~ ~ . . 5 FT MAX FlLL
. . ~ ' ' RL1ER 1:1 SIDE SLOPE MAX.
j FABRIC NATURAL GROUND ~..3
1, 1. i ~ . , 3 FT MIN.
. err , _ t ...a.

- ~ . r STONE SECTION
~ ~
~ S - a f. ,
' ~ i ~ J' .i ~ ~s , . _
s~ _ _ ,,y _ _ _
.C'. a ~.~''d' ' . - . .

~k~ , f
r ~ , , - PERMANENT SEEDING RECOMMENDATIONS
- X' . _ . _
~ . - _ yf r{ _ SEEDING MIXTURE . S eciea Rote Ib/acm) - o escue 1
o% ~ ' ' Sericeo leapedezo 20
' - - Korean leepedeza 10
,t_ . ~ - Redtop 3 . , ' _ Kentucky bluegroae 3 .
ya J ~ - _ - - , - ~ - ~ ~ ~ ~ ~ ~ ~ ~ NOTE
r .,j , , - O~V ~~BY MC ~ „ . ~ `t 1 uN ~ecorMird for eetiooo ~ . ~ M1d IlepNlws. ,
r:. ; ~ ,
33.3 .t~~... ' ~ ~ 1 ; 1 exid 1 S Odd 10 Ibr ti~rwla IeMIt td ~/Acnl ~ ,
` ` i dblr . AO Apa ~ ~ be ~ Mr ~ ~ r - ~ y r ~ fir. iY1~ • ~H-.~1
. , ~ ~ ' 5EEDING DATES _ .
_ _ . ! f IiMlt ~ o~. 1 y C.' Y'C
Below 2300 ft.: Aug.15 to Slpt. 15 'F ,
Mar. 1 to Apr. '
. l' ,,Ir~~~~ _ . ' , ~I~? Zd b Aug. 1
. 777 - . ' . _ ~ 1~ ~ ' tPt ~ . ,,r~~.^~ ~ f . a . a . _
p i ^ -
F`L. ` or opply 4,000 Ib/Acre ground ogricufturol limestone and 1000
~ +l~ o R
w~4 ~ w or equivolent cover of onothar suitable mu '
' ~ J ~ ~ + M , . i. ~ rowp, ar a the pref . , t~~ ~ ;
, v ,n..~.,~ *i~r _ , i ~ ~ ;i. r' {'t . ' i ?.,r
_ . . AN1~ f2efatiGze in the r
~ ~ immediotely f rosion Ot
i?'4~{ ~ ~ ~ ~ ~ i 1 '
I _ , .
J.. L~ ~ t ~ ~r~ Mfg' ~i '~i
, ~ , .1 ~1; ~ ~
• - { , Y SEEDI ~ r~ ~ ~ :"~RLY SPRING
w ~i' ~ i'~ i ~
t ` +r~. ' e ~ ~ .I~fTt1RE
x - ~ rstt~ ;tL , . ~ . ~
fit. ~ ,p - , a h r ; ~ ; ~ ~ o (Kobe t an~~ ~ - ,w 4 ~ ~ ~ i , SIP , Kamon in )
: ~ ~ ~ ' rx ~ ~ . ~ ~ kspedezo 'on OI ,IwN.
;i + rx~ f !i!~~~ mil, ; 1 ~ , ~ ~
i~ ~J j „ , t f t ~ - Abo F~I1. 1>~' [r~'
r;; S r. ft: FIM ~ ~ '~a ' :fir'. ~ 'j",
i - Jan. 1 ~ - . . ~ _ 'n e 1 1yy i. D c. 5 r
~ y ~ ~ w,; _ - - 5 F
~ ; f' ~ ~ LEASED BY C ` " dotion0 t testa of ~ 7dp 'i~ , P~ ~ 10-10 f «
a~_ : ~ 115.40 A S ~ a ~ .F
_ ~ , l ~ a ~ ~ Appsy~ b/Acm or stie~t. ~ Nil freN.
~ : i ~ - ~ ~ - r - ~ e i 4 ~ ~ - h 7 ~ £ r ~ ' ` " . A dick DlOdea set i ht . _ _ , _ ..t_
_ ~ r _ - ,d r - ~ . . „ - .1 .x g~y d _ a r~
_ r..y . , . I ~ t _ ' ~ Refer~t M growth is . adegwM:~ . , ~ ~ ~ telowtfg ~~osion
~ _ ~ / or otMr dksnoge. ~ a'`. ,
. ~ ~ , ~ , ~ - F'' , . r
` w . ~ _ Erosion Con tes..
~ ' r , ~ , 1. CoMtruct S cops ~
' ~ ~ ~ Prior to Cree ove ~i1 tb.
! s, ; 2. C do Grub ~ st tea' rI~E., ~ . ;iirode
. i _ - • - Mf~in Cleari
3. On iVl Disturb S _ , Vie, - - ~ t GRAPHIC SCALE
. " , ; ~ ! 'Seed, Mulch danq :'ShceduM At the Eorfi le ~ >,e o ,ao too +oo em
~ r. - F. . ~ ± Of Completi radin~'
~ . . ; < < 4. When Ground Es
- , ~ ~ ' ' ~ , , Erosion Conn res ~ ; p`~
' - ~ ~ ~ (a FEET) .t Seed, And M rdmg YO , ; ,
~ ~ - ~ ~ 1'he Seedin ~ i inch =zoo it. - i 9
. i Y
~ ~ ~
' ii
~VNEA t i{i,
. - ~
> ~ ~ 57.90 _ 1 _
~ j~ , q
c kyr i i. ti~-- , ~ - . , , ENKA BUNCOMBE COUNTY NORTH CAROLIN
~ "'~i Dote: ~ _ ~R 11/9/98 WLCAN MATERIALS COMPANY
ti . .Z PO BOX 4239 98182P2.D1hG
LEI Project Number:
clu MNSTON SALEM, NC 27115_4239 98-162
Scate Y l 1' = 2W l T4
r Ledford Enp~ineermg, Inc. r b a~ By cn.~w By. a
y al/ 'i f.,! 'x`14 .,k1: ~1 / rrr~ 1 ~ 7•~ i •j~. & -
306 WEST HAYWOOD STREET LKB n pplef _ , Shwt Na
ASHEVILLE, NC 28803 (.2-7596
G (3 r . . r t +oI
S - 17 w.
a

_ _ _ _ w . h _ ~ ~~Rt ~~'a ~a.7i 4~,~~ ~'o~~- ~
~ fn i
- a - ~
' 4 S a~
T P OF RAIL PRA -TRACKS & PROPOSED ~ 4 S 120
T .
120 1 + i~ N::. V,S, 351 3= 4
Q+ 4 PS ack ~ ~ + 'j `Z
+ Tr - 05 19 Sta. 1 SO 38 5 „ 3.
To 0 Ratil E 'tin Main rack 0+ 0 S Track 5 110
p f 9
110 SITE Q ' Y t:
n Propc o + C' Proposed Top Of Rai c ~
m A. r` N u 3,05 ~ + •r a Q= ~
8+22,21 Track 5= ° 3,D0y ~ ~ Sal e a ~ S~
Sal + rac S ~ o a 100 r~
100 ~ ~ ~ t >J r ~ ~ t ~n i aW ~ c Y ~ T Of Ra1,l E 'tang Mai Track ~
o S 19+43 Track S PS + + ~ ~ . a ~ ~ ~ `'li II 1,6g~. D Not To 8c~le
F- II Ii ~ U II ~ a ~ ii „ a ~ n Sl-P" J o ~
> > > ~ > W a SLP=0,09/. ~ 2 ~2~ o ~ xisting Gr and Ltine Z
w ~?--0. 89~ S P=0.~8% SLP=-0,1 % - W + N 90
90 i` ~ °o nm i ~n
~ / ~J P oposed Su grade 4 w
OQ ~0 o ~ O r, + U7
O In O - W O
a'~ Track 1 + m ~ u o` I I, rn op 0,~ R ~ - I- II c~ „ H ,I 80
_ , > g0 it n_ w a ~ a w r. ~h F - J. P
> ~ 1 . a I V S~ Y S P y~, - ,
0o cb ~ ~ cb ~ ~,o ~ o,c, o~:• o~ ~ W ~D A ~ fA ~ W o W Q~ ~0 ~sE- ,
~ ~D tb `0 OD ~ ~ ~ coo ~o , o ~O o O o O o o o N O O N~ O p IU da A ~ 0` N V W J ~ 0~ ~ v v N V N ~ W 'p ~ ~ ~ W W A A ~x ; ri,.. r ~0 0~ ~t R1 W OD r W `2 ~ o Ul W 00
D` ~ N W V ~ ~ p ~ 0) o, cp ~ CI Oi N W Q` W W , 70
70
+ + 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 A + + +00 1+00 0+00 , 7+00 6+00 5+00 4 40 3 00 2
21+00 20+00 19+00 18+00 17+00 16 00 15 00
STATION

u. ,

i.y ~ ~ q
y. ;y o - ,~w~ ~r
}1'{ - d} k
~z.i ~ api: '~G ~ - NOTES
~Ilj 1 - n` TR K(S) SHDWN 1. PROPOSED AC
"j - L' ~~,1 i~ ~ I y . 2. EXISTING tRACK(S> SHDWN
j.i . ~m W~ T ADHERE TD N.S. 3. ALL CLEARANCES MUS
. STANDARD PLAN 7-1.
N ~ h~ r~ TRY T PROVIDE GRADING, SUBBALLAST, hf 4. .INDUS D
- n. ~ ~ ~ i°.' DRAINAGE, AND SEEDING FOR ENTIRE PROJECT.
, i `1 ~ I,, . .V ~ T NG OR PROPOS MUST ~T S. -ALL UTILITIES, EXIS I ED
tip.,, 11 ~ a 4/) ~~i ..J 4 I 'aR'i°r, :b~n~t,~l~ .7~~ittl~t~~-r, .~,7.' ~ w -..zt,,,,._- ~ M T N F K SOUTHERN CORPORATION EE OR aL -J 4 MIN UM CLEARANCE STANDARDS AND ARE >
M ~ ~ , . {Y~ THE RESPONSIBILITY OF THE INDUSTRY.
1 t. (1 i r lf: k 1 ~S~C 1r C~'H / > cu iu~ fli ' ~ ~ ~ - . , ~ _ _ _ , L , - i L _ - _ J Ji ,
' ~ MOVE EXISTING - ' 7 : r`. ! "1.11 ~7"-..-..-r- ~ ' ~r~: ~ ~ r,~ ~ ~ . . ~ ww _ ti
~ DITCH AS SHOWN , , ; ; _ . _ L a . h L
~ _ ~ ; IN DETAIL BELOW 3' ~ti Q.,~ n ~ ~E ~ Y~; t t. s.ra:
- a. , . 1t ;y r u
, cw u. - s;<t ; - - 1 Y Fi
~ ~~zr~ . , ' r-- _ ..a._= Y, u ~ 's~ ' x _
-
. Ri'd' Line ~ ' E i. r i 790,6330 93.35 S Monur~ent Set
a r . ~ ~ ~ - w . d, r. r,L - r • , ' ~fi , 'i . " ~ ~ ~7~+~ is it i 00,0000 100.00 S Monument Set -
w_: ' fP'" r ~ a ~ - a . x , 1. V ` ~ .57 5 94.12 PK Nail
~ ~ . i ~ • , . ~r ,
i' ~ ~ t ~ ~ x , 539. 9 .45 . ~ - ~ - . 2. 7 97
, ~ i '{1 ~j i ~ ' ~ j~P it alai V .f:~ 1 .a~f. i ~ , t J
lr 75.3 42 1 0: 6
• ~ ~ ~ t i _ 1 ' ti ..-.._....m...-.....,_......-.......-... ~ . ~C' l~l~~ ~ ' o ' 7 9963,6447
i r„ ~ e { 4:
1 i f-~ ~ E• n '4e 4 a~' 7a' • M q# ~ '
Vropo~e~l ~I'p; ~ ..c'tir ~ ~ t F` - , - . ~ - ~ f. -y a ..t„
t i ~ °i.. ~ . x .
- , ' k ~ ti~~#`,. ,c~ ,3 • ~ 4,
i t ~ f c ' -
' , .a TEMPORARY SEDIMENT ~ ¢ . a fY
a ~ : TRAP 2 T ~ MPORARY SEDIMENT # ' 1 ~ , ~ , r y ~}I 1 t~ br ' ~ ,
s+ r ~ 16x32 x3 f,~ ..a y r,. 3 7 ~ r, ~ ~ , -i
9 f c~ . x44 x3 C 4 GRAVEL R • !RACK f ~ TRACK 5 TRApf 4 r~cx ~ GRAVEL ROADWAY , . ~
S ®Q~11~1~RY` z - ~ NOTE: CONSTRUCT SEDIMENT TRAPS AT END 4' • ~ 5' TIC ~ r4' r a:.
J r OF DIT PRIOR TO CREEK. REMOVE ' so' S TIC - jY.tV. of oosn,Fion
f : ' . ~ Wes, ~ STABILIZED. r •c Zt1 ~
i - \ a ~ " SLOPE 4 .1 ~ , . .
`o ; t ~ - rve to ,1~*~ Cu Da ~ . ' J~ 1 • w ~ ~ ~ .
~ • ~ . CU ~ DEG, RAD. TAN. LENGTH t a
~ ~ ~ ~ ' 1 ND. ~ ~ ; t ?•,d'• Correpaot.d fast htO~ 1Ctst Y
r;~•,, . < .a 1 5 - 43 -29' 7 - 30'- 00 764,49' 38.22' 76.33' 2,.r 4 1 ~ f. >...mss
r '.•i ' 7'"- Ol ° 30' 12^-23'-34' 46334'' 28.44' 56,70' 2. s,..a- eo b. s ar r.gYd. 1 - 9R . ~ tonal e S :1 to pr.v h d fib: f !o prtven.t '
' i ~ S^- 52`-22' 12^^23'-34' 463.34' 23,77 47.40' pondi rurfact. K. ~ ~ ~r;~' e~i
~ ~ LF 1 , 3 t 4 78^-.0'- 15` 12^-48`-22' 448.34' 363.19' 609,24' sy' u. .~Y.
1 f ~ ~ ~ ~ - 448. 4' 8,02' 55.85' 5 7^- 09 - 10' 12^ 48'-22 3 2 i ~ ~ 4" _ i,s~
~ - 47 .34' 29.36' 58.5 fr ,~~,:t*,. • ; ~ ~ 7,.- O1`-30' 12^ 00'-00 8 . , ~ f '`err • ~ ar
t r ' ~ 5^- 52'' 21' 12^- 00'- 00' 478.34' 24,54' 48,94' ~ ~
,i v, C ' ~ ~ ; ~ . ' ~ ~ c _ i 8 78"-Ol'- 15' 12^-23'-34' 463.34' 375.34' bc9,71` F'
• ~ +T,'.~4 ' F 4•.
• 1 ~k .f~, k v
r ' r----OVERHEAD STRUCTURES ~ 1" r , t (BRIDGES, 1?'ALK11'AYS, PIPE iz • C SCALE ~~~~a. GRAPHI
~ ~ - R:~ J" ~ °~dY LINES, ETC.) (FOR OVJQ'RHEAD ~ i - ` 9` ' ~ ~ A7RE AND CABLE CROSSINGS a ~ ,oo
~ ~ ~ . ' ~ C•• ~ ~ SEE N.S. STANDARD PLAN 7-i). .,F ~,:r k..
S, ~ E, q s. o
Fla . k = IN FEET
~ _ , ~ ti NOTB': ~ j~ !0 ty ~ ~ ~ ~ 11'Xa'RB THE TRAGIC IS CURVED Q / ` • ~ 2 - 100 ft 1 inch - y~a
i(~r ~ 0 ~ ~ II'ITHIN 80 FEET OF AN ADJACENT ~lF
Ode CT ~ 'i OBSTRUCTION, THE SIDE CLEARANCES f GSS2 ~ , ~ l~f;• ~ q ~ I ~ rj ~ SHILL BE INCREASED AS PER THE . 'Y".` R. :..5:
I ~ . ~ ' • ~ ~ ~ ~ 17 • ~ ~ TABLB' IN N S. STANDARD PLAN ?'-f. i M ~E ~ ~iF
~ .',1
~ YYY ~ {S ,C, '.S ~ i',~ . s ~ 1.
~ B ~b . F . , " .rr ' ~ W k, ~ PLATED TRACK SIDE :.i ~ ~ ~ F ~ nk . ~ ~ ~ ~ OF BUILDING „ ,y ~ ~F' r. F 0 ' q • i~ ' In
. r, . ~ to ~ ~'y~ u;,• ~ 'f. 1 ? } • ~ ,J:
a w
a ~ 0haQ,U1 T/ ~ ~ ~ ~ PL1'IORMS OR LOADING DOCKS S, " ~ ~ * ` ~ UNTY NORTH CAROL?NA A , ENKA BUNCOMBE CO .f ~ k _ ° Dote k
_ ~ y~~!'` SI~GIl.L BE CONSTRUCTED w4 1 JO AS TO PERMIT A MAN ~ ~ ~ 11/02/98 A ~ . a,~t RI S COMPANY a ti
' ~ AT Y ~ ~ - t m~~t„ , y.60' ir( N. ~ STiUVD OR 1YALK THERdON. ` , Y WLCAN MATE AL ~r " ~ DWG FBe:
rw ~ P'.1,. - iw~•,wwnn ve. Ate. .,i. ~,1-•A •!Y w•1 hP'n~ ~ 98182S1.DVtG' ~ ?,~-r,~ ,~~T , sw. n~' P!1 R(lX 439
II MUUIhIUAIIVN MtWt p 5 LQLorjvG DOCX$ amr) 9 UN Kkt~Ut~ l r;
WINSTON SALEM, NC 27115-4239 LEI Project Number: 98-182
2-NEW RAIL SPURS WC-E dL SPURS : Scale: 100,
. ' A. ....1 ,1. w d Engineerin wx. Le or 5:+. . g, Inc. . Checked By, : Dram By.
AL 7- clu LKB MTL
t''; . rr 306 WEST HAYWOOD STREET Sheet No.
ASHEVILLE, NC 28803 828 255-7596
t' 77 17
is ?w-.
4
g
,a, s

,r,;
- ~
-
- ~ ~t- #a. x;
i _ ~ j ; ~ ,

. e _ _ - US 19 23
4 . ~ t
. MIN
_ _ _ _ - _ ~ _ ,,~aw4.._ _ _ - . _ _ 1.5 FT
_ 1aZ00 CU FT /ACRE
.r 5 FT,< 12' T}N(2( MAX
_ _ , . . ~ NCDOT ~7 - - wASHF~ sTaNE
_
;sr d5o . s"
" ' ~ MAX. ¦ 14' FILTER
''f ; ; . . FABRIC
. - CROSS SECTION
r
F - . "
- NEW PERMIT :r~ ~ ~ ov1:RFllt s r... .
TI . MODIFICA 4N ~ . ~ FOR SETTLEMENT .
- z=-~ DESIGN SETTLED TOP . _ . HEIR
A ARE n ~ LENGr?+
r , ~ ~,~t 4 FT MIN. EMERGENCY BY-PASS
,v r E L 5' .1Y1 6" BELOW SETTLED 2:1 SIDE
- - ~ - .A•7 SLOPE MAX. TOP OF DAM 5 ~
f,' ~ ; MAX FILL
'St d 1;1 SIDE SLOPE NAX. j FABRIC NATURAL GROUND
i I,J:. - I • j'
i ~ i " ~ 3 FT MIN.
S, 7 ~ .}Pl-'~
Nr, STONE SECTION
~r . 4 r .
1 ; j ' f
~ ~ j._ _
~ ~ ~
_ _ ` .
X ~ ~ ~
.
. ~ t ~.ti . .
_
P RMANENT SEEDING RECOMMENDATIONS E
' - ~ _ ~Aw'M~ _ t I .f ~ ~ _ _ _ _ _ SEEDING MIXTURE
~ ' _ - S eciea Rote 1b/acro) , _ . - _ o eecue 1
` ~ _ _ ~ ° . - Sericeo leepede:a 20
_ , - _ . ~ ~ Konon leepedezo 10 Redtop 5
_ • - t - ;4 r - _ . - ~ ~ [dentucky bluegrass 5 -
~r, f SEEOtNG NOTE
V _ _ _ ~ _ 'a. . Alter . 1, ute unecorified seed for seriao leepedeza. ~ - . NURSE PIJ~I'$ ;
. , 33.35~~.~~E . 2
_ 1 I miNet 1 S Ib Aon 1 ~ 't ~ BetwNn 1 and 15 add b~Aore t a / am Wq~ a aft r 10 Acre roan . R be benetetiol io t1N alld a br odd rye 9 ) ~ P~ ~ . ' ,
. . March. _ ~ ove tM Mlyedetot . _
, ~ . i ,k~' S SEEDING DATES , ~ - ~ -
=ry,, Best . r I 1 1 f 1 ~ 1 • i 1,
' i Below 2500 ft.: Aug.15 to Sept. 15
~ , ~ ~ l . ~ ~ . _ . , _ ~ ~ .
~ ~ t Above 2500 ft.: ~ Auq. 15 a . . . . t l f
r . ..r - I
. _ ~ ~ - ~ ,ti, . apply 4,000 Ib/Acre ground ogricufturol limestone and 1000
t~ e• „ ~ v. {T ~j ~ ,

Ill K i L y. ~ i ` ; . . n- ( .w ,.r • a uivolent cover of another s+atoble ~ rowng, or netGnq. Netting ~ the p
j 1 . .v . • t, ;t. . .
. i. , r - ~ . , I ~ n , ' ANNTENANCE
,o - ~ , , , . ~ - ~efert2ize in the second .yea unhs g immediately following erosion or other
x
~ K ~ ! r 5 . ~~'i!
,j ~ ri ~ , F, ~ ~ of
.f • • ' ~ , ' .r1 .
' t l _ ' TIONS
i Ai _ ~ ~ r~ F ~ i 9 _ t -,r
1 ~
1' is 1 ~ 1~: ~ , Rate (Ib/Acro) . ~ ~ 120
- r,: ~ ~ a • - ~ ~ a t: ~ .
j, ~k ~ ~ t ~ t t; ~ b and a' ~ ij ~ :~x:
4. i - ~ i ~ ' ~ ~ . A' Al. Nepedezo of ~ 1~ irlMld , ' , ' i ~ a . ~ ~ i
-
. s ~ -Above Feb. ~ - 111.• r'``
l~ ' ~ ~ ~ t ~ ~ ~ . ~ 'i, ~ ' Below ft: Fetk , 1 *i ,w - Jn. 1 C in Dec. 1 b ~ : `
a , ; `Cogefd Pla ~
~ .x . F ~ ~ LEASED BY Y ~t AMENDMENTS
r ~ . >beoommendotions of IMts or allb Aae Irneetone and 750 ti^` ~ a . ~ , R?~llelr 10-10- t O tertiNzM. '
~ ~ • ~ ~ ~ ~ 115.40. ,AC r ~ t =j
. ~ ~ , ~ MULCH p ' ~ 4,000 Ib/Acre strove.. Allq+or straw ,fvodiq with oa hoR, netGrq, a a mulch onchonng tool.
_ _ . ..w blades aet ht can a a mulch onchori bal. A desk wRh neod~? dbeq iw/ nq
_n......._- _ _ _ . _ ~x-~ ' MAINTENANCE
; , RefertNize M growth is not ~ adequate.. Reseed, roterti6ze and mush immediately following erosion <ti or oth>tr damage. :.r"
. - _ . ~.....s> - ~ ri _ ;x:`
: ,,~1 . _
- erosion Control Notes:
u , 1. natruct Sedimen# Y sat Ena of Oitch Y.I r~ M
~ ` f . { Prior to Creek. ~ _RNrtove When itch is Stabilized.
J J' , r l :ti . ~ ~ ~ ~ F ~ till I° 2. Clear & Grub And Cortetruct To Grade
' ~ Within Clearin um~s. ~ 9 : t' ~ 3. On AN Disturbed Arsas S read To soil Fertilize,
p p ~ GRAPHIC SCALE ;'Y . ~ - ~ . ! Se~d~ Mulch In Aaoolydance Mlftfi The Seeding Schedule
j, _ ' f ~ At The Earliest Po~ible Date Within 30 Da s 200 0 lao zoo ,oo eoo ~ - ~ ~ Y
r ~ j: l Of Completing The Grading
~ ~ ~ 4. When Ground Cover h Estabiiilte~~ Remove
f ~ ~ Er Control s Thin R'ertilize os+on Irte~iue , Tx E>J ( ) Seed, And Mulch At~orlding To - ~ _
, j 1 inch = 200 ft. The Seedin Schedule. g
~ _ 3'
l - k
- } , .~.vi ~
Rl ~ ~ t 1 i ~ t ' O \y ~ ' ~ ~ 1 t
? J: ~ ~ t
~ .t ' ~ ~ _ .
• ~ - .
~ a, ~ } „ r. Z ~ , • ~ ~ - NTY NORTH CAROLINA Y'. ENKA BUNCOMBE COU
~ r ` ~`t~ ~A ~~a Date: 11 98
_ _ SN,...•... t,q~,., WLCAN MATERIALS COMPANY s DWG FAe:
, Akl 4
1 ; LEI Project Number. WI ' NSTON SALEM, NC 27115-4239 g -162
_ ::i~-r • scale:
200' Inc. ,
f ,C ^Y ~ • r z of • ~ : Ledford Engineering, Oro" B )r Chocked By. MTL
LKS 4., . . 306 WEST HAYYVOOD STREET
Sheet No. " ASWMLI.E, NC 28803 [phone]
•r- lip
a