20110582 Ver 1_Site Plan_20110919

ONE COMPANY
Many Solutions'"
Transmittal
Attention: Beverly Struckland Date: 9/14/2011 Job No: 159054-018
To: NCDENR - DWQ Phone:
Regarding 401 Water Quality Certification for Healing Springs Ethanol Intermodal Facility
These are transmitted as checked below:
? For approval ? Approved as submitted
? For your use ? Approved as noted
® As requested ? Retumed for corrections
? For review/comment ? Other
? Forbids due _
? Resubmit _ copies for approval
? Submit _ copies for distribution
? Return corrected prints
? Prints returned after loan to us
Remarks Please contact Patrick Blandford [phone] for any remarks or questions
Copy to
If enclosures are not as noted, please notify us at once
HDR Engineering, Inc. of the Carolinas
CADocuments and Set6ngslpblandfolDesktop120110915_401_OM_Agree_Transmittal.docx
440 S Church Street Phone: [phone]
Suite 1000 Fax: [phone]
Charlotte, NC 28202-2075 vwvw.hdrinc.com
We are sending you: ® Attached ? under separate cover via the following items
? Shop drawings ? Prints ? Plans ? Samples ? Specifications
? Copy of Letter ? Change order ? Reports ® CDs ? Other _
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FACILITY

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Chambers En ineerin PA l 9 9r N,C.B,E,L,S, License Number. C•1660
129 Norlh First S1., Albemarle, NC 28001704.984.6427 HDR Engineering, inc.
of the Carolinas
N.C.B.E.L.S. License Numk~er, F•0116 440 S Church Streel, Suite 1000 i Charlotte, NC 28202

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, INLET B1 , f
STA 19+00 I~VV 587.00 ~ ~
r r _
p ~ INSTALL I2 DI LL 12" QIP PIPE ~ ~ ~ ~ ~
DITCH , g E N t ~
~ - INSTALL 8 UNDERDRAIN ,F i ~ i ~ i { > -
~ , INSTALL. DRAINAGE `STP , LINAGE ~STRUCTUR~ B ° ~ ~ u3
SEE SHEET T-24 FC}R D ~ T-24 FtQR DETAILS); ~ t`, ~
; , YARD TRACK 3 ~ ' ~ } ,
~ ~ ; l ` ~ INSTALL HEADWALL ~A~ WALL ~ ~ s
?i~~ ~ - INV=582.14 YARD TRACK 4 , ~ ~s.
~ , , . ' ~ 1 NCDOT STANDARD DRAW ~ ~ , , ~Af2D DRAWING., 838.21 , B~~©REl"ENTIO~V BASIN
' ~ ' I . . ~ . EL:~ 58fi.00
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~ PRELIMINARY DRAWINGS
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PROJECT MANAGER GF
PROJECT ENGINEER KUL i
a DRAWN BY BDD ~e° ~
CHECKED BY KUL m Q r` a JT Russell & Sons Inc. YARD GRADING AND DRAINAGE PLAN
4 EAL a SHEET 2 OF 4
1 ~ Chambers Engineering, PA m 040071 a Ethanol Transfer Facility
N.C.B.E.LS. Lrc~t~e Number. G16~1 ~ a, a ° ~
®~l~ ®aFiynl~~~Qa° 129 North First St., tVbematie, NC 280011049846421 MDR Engineering, tnc. °„@®@fie ~ Healing Springs, NC
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N.c.g.E.L.s.l-kenseNumber.F-0116 ISSUE DATE DESCRIPTION PROJECT NllMBER 000000000159054 440 S Church SUeek, Sulks 4004 ~ Chariatte, NC 28202

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{ ~ ~ _ ; ~ ~ AINLINE TRACK a M
~ - ~ i~~v f ....,..c...._....,..~.....__...~ Asa:,
(HIGH POINT THOMASVILLE AND DENTON RAILROAD) TO HIGH ROCK - 4AlLROAD~
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z f / / : A _ - ~
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f-INSTALL 12 {CIF PIPS ~ _ ~ _ _ - _ i IT ~ ~ ~ . r _
~ r a W r .ww - ~ INLET A2 ~ ~ INSfiALL 8 UNDERDRAIN - - ~ _
o ~ ~ ~ - ~ STA 25-00 ~ j - ~ -.....,v j ,i
,f INV = 587.07 o 'Y ~ ~ E ~ i . r , j / t ~
, 'J i ~t t t7- / , ~..ti.
90 ~ r Z _ t ~
f.,. - ~ ~ ` } ~ ' . STA 28+98~ ~ ~ ,
m , , ° '
7 k w ~ 58 _ , a _ .
~ G U - -~8$---------------=------~.~-=------------ i i . i
5 9 - o ~ W ~ - ` 590 ~ _ ~ ~ CONSTRUCT 24 x ,15
U ! i ~ _ -59~ W ' CONCRETE PAD FOR i~UMP
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w z ~ i ; ~ ~ \ i s . ~ ~ ~ ` ~ C
w / ' W . ~ ~ e \ \ / _ / / ~V~j / `
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26 00 ' ~27+00 ; , _ r ~ ~ 1
UD up ~ ~ ~ ~ -~1- ~ w ~ ~ ~ ,
l X`~i `
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/ 590 _ 590 r.. , r 589 ~ i , i
m W __~8$_ s ~ , ~ ~
3~ ,.W 589' ~ ~i ~
Z _ _
o CO-B~2
~ ~ ~ ST~1 281=98
_ _ -
iNV = 58 ;2~5 ~ , ~ B ~ i ~ /
INV 587.20 _ INLET B2 ~ i ~ ~
INS ALL 12" t s STA 25+00 DITCH ~ ~ ~ / / r
~ IP PIPE ~ o - - ~ YARD TRACK 3 ~ ~ ~ ~ ~ /
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~ ~ r PRELIMINARY DRAWINGS
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~o ~W_ NOT FOR CONSTRUCTION
PROJECT MANAGER GF
PROJECT ENGINEER KVL ®~~~i141rI1f ~ C
DRAWN $Y BDD (~,~<°ppBO 0° ~ e° S
Om 4E f CHECKED BY KVL ~ m y ~ ~
® ~.I 1t ® ° JT Russell & Sons, .Inc. YARD GRADING AND DRAINAGE PLAN
? ~ t~ Chambers Engineering, PA ~ ~ so ° ~ f ~ a Ethanol Transfer Facilit SHEET 3 OF 4
N.C.B.E.I..S, Dense Number: G1660 0 ; ° ~ m Y
129 Noi~h Firsi St., A~l6eemarle, NC 28001704984~i427 HDR Engineering, inc. I N 0 ~ E oithecarol?nas /c Qk~~,~ Healing Springs, NC
~,~IJ! !l444~ 1" 2" FILENAME T-21.dgn SHEET
N.G.9.tc.t.S.ucenseNumber:P-0116 ISSUE DATE DESCRIPTION PROJECT NUM$ER 00 O
440 s Church Street, 3ulte i0UE1(Ghartotte, NG saws 00 0000159054 SCALE 1 "=30' T"G7

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PRELIMINARY DRAWIN{~S
NOT FOR GONSTRUGTION
PROJECT MANAGER GF
4~~ii Yt~~ PROJECT ENGINEER KUL t ~
~ CA BDD ~®,,,e®~, DRAWN BY ~ 4;a S e YARD GRADING AND DRAINAGE PLAN
.a F~ 1 0 JT Russell & Sons, Inc. SHEET 4 OF 4
CHECKED 8Y KVL ,h, ~S o a 8 °
i ~ e ~ ~ a1 Ethanol Transfer Facility
Chambers En ineerin , PA ~ d 9 9 . L,S License Number C•1680 ~ e p ' ~ ~ N.GB E, aa,IV NE`~P's4~~'®e
129 North flrsl Sf., A~emarle, NG 280017!14--9845427 HDR Engineering, inc. =a.gaa•e Q~ ®®e Healing Springs, NG
of the Carolinas 8 p ~ ~ F#LENAME T-21 A.dgn SHEET
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N.t:.ti.E,l.S.ucenseNam6er.F-0116 ISSUE DATE DESCRIPTION PROJECT NUM$ER 000000000159054 440 S Ghurch Street, Sufte 1000 ~ Charlotte, NG 28202 SCALE 1 "=30' T-21 A

1 2 3 4 5 ~ 7 8
0
J
Q z
} 3,300 S FT BASIN Q
m
L=38.00'
W
Q o UD A2
UD Al LPT N , EL = 587.78 D
_ INLET Al _ ci L=737,80 EL - 587.78 L=600.00 EL - 587.07 W INLET A2
a °
DITCH 0.10% 0.12% Q - DITCH
Z CO-A2
} CO-A1 m W
° DROP INLET A
W
Z 0.12% 0.10°!°
~ ~ ~ ~
UD UD
W 0 0
° UD 48n CULVERT R
Q ~ L=39.00
Z 0.12% 0.10%
m UD UD
Z Y
W DROP INLET B o
U O
o N UD
_ ~ Co-61 0 L=41,00 C
o o
CO-B2 DITCH
PITCH 0.13°l0 4.10°/a W a
°
LPT o
EL = 587.04 a EL = 587.78 0 r UD B1 N INLET ~ INLET B2 EL = 587.78
Z
L=600.00' INLET B1 ° } m UD
° W
L=20,00' UD B2 W
L=737.80'
12,000 SQ FT BASIN
a
°
J Q F_
Z
r m
0
Q c~
z 3
°
B
UD UD
INV=587.20 = 1 INV 587. 2 INLET TABLE
STRUCTURE INV. ~E INV. GRATE ELEVATION STATION OFFSET
UD Al UD B1 INLET Al 588.5
INV=588.21 INV=588,21 588.52 591.59 {MIN} 19+00.00 YD TK 1 12.00' R
INLET A2 588.5 588.55 591,59 {MIN} 25+Ofl.00 YD TK 1 12.00' R
INLET B1 5885 588.52 591.59 {MIN} 19+00.00 YD TK 4 12.00' L
INLET B2 588.5`, 58$,55 591.59 {MIN} 25+00.00 YD TK 4 12.00' L
UD A2 UD B2
= INV=588.21 INV 588.21
~LEANOUT TABLE
STRUCTURE IN1 'URE INV. RIM ELEVATION STATION OFFSET
CO-A1 588. l 588.95 591.59 {MIN} 15+60.00 YD TK 2 12.00' L A
CO-A2 588. 588.95 591.59 (MIN} 28+97,78 YD TK 2 12.00' L
co-Bl 588. ~ 588.95 591.59 (MIN} 15+60.00 YD TK 3 12.00' R
C0-B2 588. 588.95 591.59 {MIN} 28+97.78 YD TK 3 12.00` R
PRELIMINARY QRAWINGS
NC?T FQR GONSTRUCTI~N
PROJECT MANAGER GF
t?giiliijf~ PROJECT ENGINEER KVL ~~e~¢
`~pppO Bp DRAWN BY $DD ° ~ppp E S p ~1 ~s~®®
p ~
CHECKED BY KVL ~ _ ~F ~ - JT Russell & Sans, Inc. UNDERDRAIN SCHEMATIC
1 h ~ 8 Ethanol Transfer Facility
Chambers Engineering, PA p N,C.B.E.LS. licetue Number, G1660 F
.129 North First St., Albemarle, NC 28001104.98464427 HDR Englneer{ng, Inc. ~ "°p ~ Healing Springs, NC
a e C o{ $ ~ P~Q ~ f th ar Inas ~ , !Il3ltcl' p 1 ~ 2" FILENAME T-22.dgn SHEET
N.C.B,E.L.S.LlcenseNumber.F-0116 ISSUE DATE DESCRIPTION PROJECT NUM$ER 000000000159054 A40 S Church Street, Sufte 1000 I Charlotte, NC 28202 SCALE NTS T ZZ

1 2 3 4 5 6 7 8
D
RAILYARD ELEVATIONS BIORETENTION AREA E ELEV WEST EAST y~/Q = 1" DESIGN STORM ELEV WEST -A E~EVAT~O~~
EST EAST
= BOTTOM OF DITCH 587.07 587.04 WQ, 587.50 7.50 587.00
TOP OF DITCH 590.00 590.00 SPILL =ONE TANK CAR (30,000 GAL OR 4010 CUBIC FT) TOP OF BIORETENTION 586.50 6.50 586.00
WQ, 587.95 588.89 CP, = 1-YEAR, 24-HOUR DESIGN STORM BOTTOM OF BIORETENTION 583.50 3.50 583.00
SPELL 588.10 588.08 FC, = 10-YEAR, 24-HOUR DESIGN STORM OVERFLOW STRUCTURE BOTTOM 583.05 3.05 582.38
o CPS 588.45 589.37 OVERFLOW TOP 588.00 8.00 587.50
FC, 588.79 589.86 STORM OUTLET PIPE INVERT 582.97 2.97 581.28
0
C
RAILYARD DRAINAGE DITCH AND
SECONDARY CONTAINMENT 2(TYP)
GATE VALVE
WQ, ELEVATION, VARIES VEGETATED VEGETATED WITH CEN WITH CENTIPEDE SOD OR APPROVED EQUAL METAL GRATE AFFCXED
WITH GRASS TO TOP
5'-0° SOD (TYP) CONCRETE OVERFL E OVERFLOW STRUCTURE
3'-0" CAPPED CLEAN OVERFLOW SPI LWAY
2 (TYP) OUT PIPE (TYP) BIORETENTION A 1~ ELATION AREA ~ SEE TABLE
FOR INV?
_ ~ 12" MAX PONDWG 1 2~
18"-24" ~ 3 4" PVC PIPE 8" PVC
UNDERDRAIN 6" PIPE OUTLET
WQ, ELEVATION 4° COMPACTED ~ ~ ~ _EVATION
° CLAY LINER o~
12" DIP CLASS B RIPRAP FOREBAY 24" FILL SOIL MEDIA ~!L MEDIA B
0 0
4" WASHED SAND SAND FLT F
4" PVC UNDERDRAIN g" •57 WASHED COARS (TYP) MASONARY STONE .D COARSE ~
ONE
BIORETENTION DETAIL NCDOT rYPE z Fi~rER FaBRic
(FABRIC TO BE PLACED BETWEEN
SAND AND STONE LAYERS)
OVERFLOW STRUCTURE
NOTES BMP ELEMENT POTENTIAL ISSUES HOW THE BIORETENTION CELLS AN ANNUAL SOIL TEST SHOWS DOLOMITIC LI 1. SOIL MEDIUM MUST BE COMPRISED OF 9Z FINES (SILT & CLAY), SZ ORGANIC MATTER (PEAT MOSS) SOILS AND MULCH THAT pH Has oROaaeo oR HEnvv PER rHE so AND H6~ SAND. (CONTINUED INE THES SOIL MEDIgUMULATED NEW PLANDI THE UNDERDRAIN SYSTEM CLOGGING HAS OCWRRED. WASH OUT T 2. SOILS MUST ADHERE TO THE FOLLOWING REQUIREMENTS °F "PPUC^B~E> HOW TO REMEDIATE THE ISSUES
DOLOMITIC LIME SHALL BE APPLIED AS RECOMMENDED
PER THE SOIL TEST AND TOXIC SOILS SHALL BE REMOVED, DISPOSED OF PROPERLY AND REPLACED WITH
NEW PLANTING MEDIA.
WASH OUT THE UNDERDRAIN SYSTEM.
-THE pH SHOULD BE BETWEEN 4.5 AND 7.0. IF THE pH FALLS OUTSIDE OF THIS RANGE, IT rHE oROa w~Er c~accwc Hns occuRREO. c~eoN our i CLEAN OUT THE DROP INLET. DISPOSE OF THE SEDIMENT OFF-SITE.
MAY BE MODIFIED WITH LIME TO INCREASE THE pH OR IRON SULFATE AND SULFUR TO LOWER OFF-SITE. REPAIR OR REPLACE THE DROP INLET.
THE pH. SOIL ADDITIVES SHOULD BE MIXED UNIFORMLY INTO THE SOILD PRIOR TO USE. THE DROP w~ET IS DAMAGED. REPAIR OR R -THE ~~P-NDE X~~ SHOULD RANGE BETWEEN ~O AND 3O. THE RECEIVING WATER EROSION OR OTHER SIGNS OF DAMAGE CONTACT TH -SOIL PERMEABILITY SHOULD BE BETWEEN 1"-6" PER HOUR, BUT IDEALLY 1"-2" PER HOUR. HnvE occuRReo nr rHE our~Er. aaioveRSic 3. SOD MUST NOT COME FROM A SOURCE GROWN IN SOIL THAT NAS AN IMPERMEABLE LAYER SUCH AS
~E CONTACT THE NC DIVISION 4F WATER QUALITY 401 OVERSIGHT UNIT AT 919-733-1786. A
CLAY. SOD SHOULD BE WATERED FREQUENTLY TO PROMOTE ROOT GROWTH FOLLOWING PLANTING.
4. UNDERDRAIN PIPE SHALL HAVE PERFORATIONS OF 3/$" IN DIAMETER PLACED 6" ON CENTER WITHIN
EACH ROW FOR THE LENGTH OF THE DRAINAGE LATERAL. A MINIMUM OF 4 ROWS OF PERFORATIONS
SHALL BE PROVIDED AROUND THE CIRCUMFERENCE OF THE PIPE.
5. UNDERDRAIN SHALL HAVE A MINIMUM OF 3" WASHED °57 STONE ABOVE AND BESIDE PERFORATED PIPE.
(STONE NOT REQUIRED BELOW PIPE.) PRELIMINARY DRAWINGS
NOT FOR GONSTRUGTION
PROJECT MANAGER GF
PROJECT ENGINEER KVL
DRAWN BY BDD '~i DRAINAGE DETAILS
~ CHECKED BY KVL EAL rl.9 l Il J Chambers Engineering, PA ` ~ oaos~r Et N.C9.E.LS. License Number. Gi6fi0 A°• =`nC~ JT Russell & Sons, Inc. SHEET 1 OF 3
Ethanol Transfer Facility
129 NaM FrsI St. Nbemaile, NC 280017049846427 HDR En9ineedn9.lna °9rq'FNGINEEP='p4~~ Healing Springs, NG
mmacamun~ e°s~~C/~ NOF i~~~~ B i A"~~~` 0 1 2 FILENAME T-23,dgn SHEET
T-23 SCALE 1„=1Q'
N.C.B.E.L.&Lkenae NUnper. i-0t18 ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000159054 ua s cnurcn str«~, sux. toao ~ cn.Aou., Nc 2ezaz

1 2 3 4 5 6 7 8
w ~IOTE~
a
° SEE TABLE FOR WEIR R WEIR E~EVATIO~IS
a ~~r, { Z OPENING ON ALL 4 S?DES 4~_0~~ TOP OF DITCH
} ELEV VARIES
= WEIR ELEVATION, VARIES tMIN)
w ° _ ~ ~
-
N - w 1 1 48" DI
a ~ ! (
/ J ~ ! / D ~1
I J t ( w ! r !
r ! ! ° ! i ~ ' - 0.72
! ~ 1 ( ! J ! A A B '
u~ ( r ( r f
! ~ WEIR ELEVATION 588.25 Z L ~ ( J ! _ t J ~,1 8.25 589.Q0 ' ~ ~ ' ` ~1 111
( _ . ,1
m J W ~ 1 1 I 1
O i 1 ~ 1 ~ - - - - - - - - - - i I ~ - - - T - - - - - - - - -
3' WIDTH 48" DIP 1~--------------'~ 1
U 48" DIP
F O
~ A ~ Z J ELEVATION AT DITCH -DRAINAGE STRUCTI~ ESA & B
Q Z NCDOT STANDARD DRAWING 840.04
tCONCRETE CATCH BASIN WITH SINGLE AND 3~ULTIPLE PIPES) m
Z ~
~ w d =
U Y z
U U W ~ = V
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Q p O U CLASS I RIP RAP G
DEPTH 2.0'
d~ 0.9'
d mex 1.3 5'
30' 3 0'
J Q
Z
} 01
°
Y W oQ
S U 00
W Q
O
J 4 h
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HEADWALL r m
0
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J
~ \~oQ A
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~TECTIQ~ DETAIL
PRELIMINARY DRAYVINGS
NGT FtJR CQNSTRUCTICIN

PROJECT MANAGER GF ~r~it~ ~
PROJECT ENGINEER KVL q /
6° 000 if QRAWN BY BDD F p°
~ ~ °°°9
CHECKED BY KV~ ~ ~ ' A~ JT Russell & Sons, Inc. DRAINAGE DETAILS
1 e Q3J°71 to Ethanol Transfer Facilit SHEET 2 OF 3
Chambers Engineering, PA ~ e® ;a ~ N.G,B.E.I.S, L'~er~e Number; G1860 '~j~°'°Fy~ I EtiF Y
~ ~0 129No~hFirstSt.,~bemar~,NC28001704.984~64427 HDREngineedng,inc. ®®®'9% 0® Healing Springs, NC
of the Carolinas ®®7 L ltlt ti11 4 1 2 FILENAME T-24.dgn SHEET
T-24
N.c.s.E.r..s.ucensetVumber.FA118 ISSUE DATE DESCR{PTION PROJECT NUMBER 000000000159054 440 S Church Street, Salta 10EM (charlotte, NC 28202 SCALE 1 "=4'

1 2 3 4 5 6 7 8
0
J
Q F Z
Y
U1 °
W
W TOP OF BALLAST
OR FINISHED GRADE Z
Q U
D
ti RIM T/G ELEVATION NOTE
Q RIM T/G ELEVATION °
CAP CAP ~ 1. 81 1. 810RETENTION UNDERDRAINS SHALL BE SCHEDULE 40 OR
z SDR35 SMOOTH WALL PVC PIPE.
- 4" MIN _ r
m -15" (MIN) ° (TYP) 2. PI
~ N 2. PVC PIPE SHALL NAVE A MINIMUM OF FOUR .ROWS OF
WQ ELEVATION Pf W W ~ PERFORATION. PERFORATIONS SHALL BE 3f~" IN DIAMETER
Q Q U ON CENTERS FOR EACH ROW FOR THE LENGTH OF
~ TOP OF BIORETENTION AREA THE PIPE.
W
Q
° CONCRETE CLASS "C"
o j , ,
4 BAND z S
, 45° BAND ~r
~r n
W BAND COUPLER (TYPa 1~ a ~ „ ii
Y BAND COUPLER {TYP)
o NONPERFORATED PIPE V
NONPERFORATED PIPE
o PERFORATED 4" PIPE
= PERFORATED PIPE
a
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° NTS
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2 U
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- Qom ~ ~
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ENGINEERING FABRIC
~ 0 4.. ~ ~
- ~~o ~ 8 PERFORATED UNDERDRAIN 1" (TYP)
~ o o \ , ' ,
~9~~ , 4" (TYP) ~ -
N G~ N . 4 TONE 4 O S
PERFORATIONS
ON BOTTOM
NTS
A
PRELIMINARY DRAWINGS
NC~T FC~R CQNSTRUCTION
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x.C.B.E.L.S.i.tceriseNumber,P-0tts ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000159054 444 S Church Street, Suite 14041 Charioife, NC 28242