20110582 Ver 1_More Info Received_20110722

July 13, 2011 I U ?P 20
VY Stvn-Sal m
NC DENR Winston-Salem Regional Office Reglcna e ? ?,?
Division of Water Quality
585 Waughtown Street ? q. 9
Winston-Salem, NC 27107
Re: JT Russell Ethanol Transfer Facility (DWQ# 2011-0582)
401 Water Quality Certification No. 3821
Davidson County, North Carolina
Ms. Homewood:
HDR Engineering, Inc. of the Carolinas (HDR), on behalf of our client, Chambers Engineering PA,
would like to update the submitted PCN for the proposed ethanol facility. Proposed impacts were under
estimated in the original submittal as we did not take in account the sinuosity of the stream. Stream
impacts were re-calculated measuring the centerline of the stream resulting in approximately 232 linear
feet of permanent fill impact.
Enclosed are the revised stream impact table (Section 3 of the PCN), plan sheet (Sheet T-20), and
NCEEP acceptance letter that reflect this change. If you have any questions or require additional . "
information after your review of the enclosed information, please contact me at [phone].
Respectfully,
Eric Mularski, PWS
Environmental Scientist
Cc. Mr. Stephen G. Chambers, Chambers Engineering, PA
Mr. Glendon Fetterolf, HDR Project Manager
Mr. Ronald Geiger, HDR Project Manager
440 S Church Street Phone: (71A 338-6100
HDR Engineering, Inc. of the Carolinas Suite 1000 Fax: [phone]
Charlotte, NC 28202-1919 www.hdrinc.com
11-0SS2,
C. Proposed Impacts Inventory
1. Impacts Summary
I a. Which sections were completed below for your project (check all that apply):
? Wetlands ® Streams - tributaries ? Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
W1 ? P ? T Yes ? Corps
No DWQ
W2 ? P ? T Yes Corps
0 No DWQ
W3 ? P ? T Yes Corps
No DWQ
W4 ? P ? T Yes Corps
No DWQ
W5 ? P ? T Yes Corps
No DWQ
W6 ? P ? T Yes Corps
No DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - or
(PER)
(Corps - 404, 10
stream
length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)

S1 ®P ? T 48" DIP, darinage
structures, and
LIT to Lick Creek
0 I NT
0 DWQ
6
177
headwall
S2 O P ? T rip rap apron LIT to Lick Creek
R
PE
Corp
6
55
INT
S3 ? P ? T PER Corps
INT DWQ
S4 ? P ? T PER Corps
INT DWQ
S5 ? P ? T PER Corps
INT DWQ
S6 ? P ? T PER Corps
INT 0 DWQ
3h. Total stream and tributary impacts 232
3i. Comments: The proposed 48" DIP pipe, drainage structures, headwall and rip rap apron will result in approximately 232 If
of permanent impacts.
Page 5 of 12
PCN Form - Version 1.3 December 10, 2008 Version
1.-
E is ,ter nt
F'
July 11, 2011
Stephen Clambers
Chambers Engineering, PA
129 N. First Street
Albemarle, NC 28001 Expiration of Acceptance: April 11, 2012
Project: JT Russell Ethanol Transfer Facility County: Davidson
This letter revises and replaces one issued date June 14, 2011. The purpose of this letter is to notify you that the North Carolina
Ecosystem Enhancement Program (NCEEP) is willing to accept payment for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the NCEEP will be approved by the
permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these agencies to determine
if payment to the NCEEP will be approved. Yon must also comely with aLi other Mate. federal or local tovernmam i ?.
re teti!b±? a1* + *ona aasoc M&MA ift IM CM9MW ijvilX aWVding SL 2009.337: An Act to PromnAP C,OM„ IU
Midaiion by Privets Mitipdon Banks as amended by SL. 2011-343,
acceptance is valid kr nine months from the date of this letter and is not transferable. Uwe bave not received a copy of the
isnred 404 Permit/401 Cortffieadon/CAMA permit widds this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.aceep.net.
Based on the information supplied by you in your request to use the NCEEP, the impacts that may require compensatory mitigation are
summarized in the following table.
Impact
River
Basin Cu
Location Stream (feet) Wetlands (acres) Buffer l
(Sq. Ft.) Buffer II
(Sq. Ft.)
Cold Cool Warm Riparian an Non-Riparian Coastal Marsh
Yadkin 03040103 0 0 232 0 0 0 0 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. The mitigation will be performed in
accof ice with the N.C. Department of Environment and Natural Resources' Ecosystem Enhancement Program In-Lieu Fee
Instrument dated July 28, 2010.
Thank you for your intere:A in the NCEEP. If you have any questions or need additional information, please contact Kelly Williams at
[phone].
Sincerely,
A4
Mic icon
Deputy Director
cc: Karen Higgins, NCDWQ WW=ds/401 Unit
John Thomas, USACE-Raleigh
Eric Mularski, agent
File
xubrkg .. ??... Pro" Ow J't &
8K-
,eW
North Carolina Ecosystem Enhancement Program, 1662 Mail Service Canter, Raleigh, NC 27699.1652 / 919.715-0476 / www.nceop.not
5 1 2 3 4 6 7 8
_
0
W Q INSTALL CLEAI~OUT (TYP)
° MAINLINE TRACK _ .w w
(HPGH POINT THOMASVILLE AND DENTON RAILROAD) N TO HIGH ROCK _ ~ TO~~THO~ASVI E
J d H SF-CO-A2 ~ . rv-
Z_ STA 20±;79 ~rv ~ w.--- ~~NSTALL DRAINAGE _ A ~
BEGIN DITCH (SEE SHEET T-24 FO t END S'A~VD FILTER -
o INSTALL 6°' UNDERDRAIN ~ W -DAYLIGHT 6 UNDERDRAIN STA ~0';~-89 INSTALL HEADWALL
(A1-DITCH) T.. ~ ~ w
DITCH END SAND FILTER CC W TNV-- 58296 _ M_. .
z " SEDIMENTATION BASIN d f _ NCDOT ~T.AN~hRD ~ 21. 1 ~~+00.
° STA 17+10 -INSTALL 6" UNDERDRAIN iIN ~ ~ -
rv - YARD TRACK 1 (A1-TRACK) W . BEGIN SAND FILTER ~
d ° _ X~'~'TING...~FL00®PLAIN~
1 +14 - a ~ _ ~ , _
- YARD TRACK 2 - INSTALL CONCRETE DROP INLET Al Ck T
Q _ - - _ _ _ - +00 9,13., - z SF-CO-A1 - _ _ _ . _ r_ . , . _ .
_ - STA 17+22 +QO.- - " ~ , . ~ . m
_ - - r-- - ' - ""-CONSTRUCT SAND FILTER ~
_ - ° ~ - w - W ---~-CONSTRUCT SAND FILTER- _ . _ _ d _ - STA 21+07
_ _ - ~+®0 _ . _ - w N SEDIMENTATION BASIN . . ; ~ SF-CO-A3 ~
W Q d , , STA 16+76 , o U - - .
_ ~w. Il-~ _ i a ~ ? t .
_ ~ I ~ ._r___.~___.~ -w INSTALL 6"',UNDERDRA] ..w.._.~ "I-, ,
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- _ 90 _
- r _ _ M ~ ~ _ o _ - - ~ 585 - _w_ . - ~ ~ _w_--. ;f INSTALL 6" UN~ERDF
_ F ~ - -..a: Z _ , F ' ~ ~ ~ ~ ' (A2-TRACK)

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- - _ ; ° _ , ~ v w " ' ~ ~ Ti 0P ~OF BERM 589 -
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a = ~ ~ Y cn
i 58 - v. ~ 2 _ _ _ _ 590 z ~ - 590 ~ ~ ~ - e _
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to - ~ - ~ ~ UD UD ~ ~ I UD ~
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- ~ 16+00 17+00 18+00 19+00 20+00 ~ ~ j 21+00 41 22,+00 23+00;
m - ~ t . ~rf
. ~ W I 00 ~ Y i 16+ ;
W g 17+00 1 +00 ~ 19+00 20+00 - U ~ ! 2~+00 22+OJ r,~\ 23+00 f ~ ~
~ UD UD ~ ~ ' ~ U1~7 - ~ y
w ~ ~ ~ ~ ~ : ~ j t d , k i '
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~ 17 00 18+00 19+00 20+00 ~ ~ ,.,,i ~ 2~ +00 ~ ~2+Op~ 23+00 ~ r ,
d ~ ~ ` i
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E .~T; w - , „ ~ °
58 i , d
z ~ TOP OF BERM s: ~ ~ ~ ~ -
° /
° N RETE DROP INLET B1 ;.,IN~T.ALL CO C
SF=CO-B2 ~ , INSTALL 48",'DIP CU,,LVERT' a ; ~ fA~L~6" UNDERDRAI,~I/ g
, , ~ ~ ~T~ACK)
STA 20+34 CO~~~;~~RUCT SAND FILTER ~ ; ' SF-CO-B3 ~ I'
. n , SEO ; -NTATION BASIN INSTALL 6 UNDERDRAIN END SAND FILTER STA 20+71 , i~' ' °
~ ANNOTATED FLO~DPLAIN B1-DITCH ' STA 16+76 ( ) STA 20+44 U~DERDRAIIV'
. ~ / s , , CONSTRUCT SAND FILTER ~ _ ~ ;
, ~ ~ INSTALL 6 UNDERDRAIN y`,,6 ~ SF-C0~61 / STA 20+61 ~ k 'I
B1-TRACK V',: ; ~ l ) i f '.1
, STA 17+22 l INSTALL,DRAINAGE ~~STRU~TURF B , ~ '
AYLIGHT 6 UNQtDRAIN BEGIN SAND FILTER YARD TRACK 3 (SEE SHEET T-24 FaR DETAILS +~1 ~ ~
``l~ STA 17+12 t , IN INSTALL HEADWALL a' ~k E ' i l
~ END SAN LTER . INV=582,14 F a'
~ ~ ~ YARD TRACK 4 , IN ~ ~EDIMENTATI~I.,BA IN ~ , , , . NC NCDOT STANDARD DR/~WING~~838.21 ~ TI~G FL~ODPLAIN
STA`~~~-Q8 _ _ . ?
'
B~ , e~ l ; \
' ~ I'N,®TATEp FLOODPLAIN
~ i~ % ~ ~r . ~ ~ ~ \
,j i -r,,.'; ~ ~
~ ( ~ ~ ~ , P ,
PROPOSED ~ - i~~,~.
STREAM EXISTING STREAM ~ TYPE OF IMPACT STRUCTURE ~ ~ F~%~;~ EXISTING STF ~ \ ISTING STREAM CENTERLINE ~ \ \ \
IMPACTS IMPACTED LENGTH ; , ~ ; LENGTH
~ ~ A
' ~ ~ 48" DIP DRAINAGE ~ ~ i • _ S1 177' 180'
STRUCTURES & HEADWALL ~ f~~`;~ , t
S2 RIP-RAP APRON 55 30 , ~ ~ ~ .
1 I ~ / 9 ~ ~ - . ~ TOTAL 232 210 ~ ~ ~

, `~ao.: A ~ ~ , ~ ~
_ / j ~ A~ ~ 1 RECEIVED
L - '1' N.Q Dept ofENR
~ ~ i i ~ ~ ~
Bi / . A i~ ~ e i, i i , ~ / 0 ~ ~ / ~ JUL 1 ~a~~
, f ~ ~ WinstronSalem ~,~~~a ~ ~ ~ ~ ~ Regi~onalOff'bce
PROJECT MANAGER KVL
PROJECT ENGINEER KVL
DRAWN BY BDD
CHECKED BY KVL JT Russe6l ~ S®ns Inc. YARD GRAIL AND DRAINAGE PLAN
' EET 2 ®F 3 Ethan®I Transfer Facility
Chambers En ineerin PA 9 9~ N.C.B.E,L.S. license Number G1660
129 North First Sf., Nbemarle, NC 280017049846427 HDR Engineering, Inc. Haling Springs, NC SHEET
of the Caroilnas 0 1" 2" FILENAME T-20,dgn
N.C.B.E.L.S.LlcenseNumber:F-011s ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000159054 SCALE 1 "=30'
440 S Church Street, Suke 1000 ~ Charloite, NC 28202