20110582 Ver 2_Site Plan_20120119

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NARRATIVE:
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The proposed project is for the expansion of
an existing ethanol intermodal facility by JT
co Russell and Sons, Inc to be located in the
z
Healing Springs Community of Davidson
County, NC. The scope of work includes
installation of erosion control measures,
storm drainage, asphalt paving, a rail yard,
> ethanol storage tanks and secondary
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containment basin and various structural
BMP's. Total disturbed area for this project
is 18.0 acres. D
W CONSTRUCTION SEQUENCE:
1. Obtain plan approval and permits prior
to beginning work.
2. Flag the work limits to prevent un-
necessary clearing.
3. Hold preconstruction meeting at least
0
one week prior to starting construction.
4. Install temporary construction entrance.
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5. Install sediment trap, basin, silt fence,
o and temporary diversions. Install storm
drainage pipes and appropriate inlet
protection devices.
6. Clear and grub site.
7. Grade and fill areas to proposed grades
0
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a
shown.
z 8. Provide groundcover on exposed slopes
within 21 calendar days following
completion of any phase of grading.
z r 9. Remove Riser Basins and grade bioretention
basins to final grade
CD
® 10. Provide permanent groundcover for all
disturbed areas in accordance with the
LU
o seeding specifications within 15 working C
or no more than 90 calendar days
UJ following completion of construction or
development.
-- _ 11. Remove all temporary erosion and
----- sediment control structures after
-- vegetation is established on all disturbed
z CONSTRUCT STONE GRADE CROSSING --- areas and following NCDENR approval.
} - MAINTENANCE PLAN:
W LIJ The following maintenance plan shall be followed
until the site is completely stabilized after construction.
14 - _ responsible for inspection and maintenance of all
_ 6+00 _
During construction the Contractor shall be
_ rosin sediment control structures.
-------_ _ - - erosion sedim co o s ruc ures
\, --
- _ 95 --596
-- - - -
z - 104+OQ - - -- _ - -- -- _
594
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--_ _ - II event and measures taken to repair or replace
1 A log must be kept for the site documenting each
-- --- - _
-- _ - _- _-- - - _ erosion control measures. All NPDES
W _-- - rules shall apply.
- - -- _ --- 59 - 93_
02 00 _965 - _ -
1 -0 - - _-- - -5...---- 595 --`- --
2All erosion control measures shall be checked for
- -- = -
z - -- - -- - _ ---- -- stability and ration following- _- __--- -- .-- rainfall producing
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_ -
_ - - 594 5 ,- � 595
0 - -- - - --- ----_- _ -_-- --- runoff and at least once every week.r Any needed
- - - _ -_ _ - - ��$� -- - 595 _ ----_-- 59 ___-- -- '
- - -
-99. 36 - - - _._
--- --- - -- - -
-_ -- -- -- _- - -
__ _ - �=597 ___-- - repairs shall be made immediately so that all erosion
- -- - __ _ - 5__ control measures are maintained as designed. B
95
595
-
595 _
596
_ ____ . The sediment traps shall be cleaned out when the
-
--- 95' 594 - ---- - ------- - level f
_ _ -t�F -- ----- - ------ ----- _ ----- --- mid-depth
eve o sediment reaches the mid d point below
____ --
_ _- the weir elevation. Washed stone shall cleaned or
replaced when the sediment pool no longer drains
properly.
4. All seeded areas will be fertilized, reseeded as
--- necessary, and mulched in accordance with the
seeding specifications in order to maintain a dense
vegetative cover.
5. Sediment deposits shall be removed from
LIMITS OF CONSTRUCTION (TYP.) -- SILT FENCE (NCDOT STD. 1605.01) sediment fence after each storm event or sediment
fence should be replaced. They must be removed
when deposits reach approx. half the height of the
ROCK SILT CHECK TYPE B (TYP.)- \` barrier. Any sediment deposits remaining in place
after the sediment fence is removed shall be
(NCDOT STD. 1633.02} dressed to conform to the existing grade, prepared
and seeded.
6. Inspect check dams and channels for damage
after each storm event. Remove sediment
accumulated behind the dams as needed to prevent
damage to channel vegetation. Add stones to dams
as needed to maintain design height and cross
section. A
7. Temporary erosion and sedimentation control
measures shall remain in place until the site has been
NOTE: Pursuant to G.S. 113A-57(2), the angle for graded slopes and fill shall stabilized and a representative of the NC DENR
be no greater than the angle that can be retained by vegetative cover or other Fayetteville Regional Office Land Quality Section has
adequate erosion control devices or structures. In any event, slopes left exposed approved their removal.
* EROSION CONTROL MATTING SHALL BE PLACED IN ACCORDANCE WITH shall, within 21 calendar days of completion of any phase of grading, be planted
NCDOT STANDARD DRAWING 1631.01. MATTING SHALL BE PLACED or otherwise provided with temporary or permanent ground cover, devices, or
IN ALL DITCHES AND ON ALL CUT AND FILL SLOPES HIGHER THAN 5 . structures sufficient to restrain erosion. Pursuant to G.S. 113A-57(3), provisions
for permanent ground cover sufficient to restrain erosion must be accomplished
for all disturbed areas within 15 working days or 90 calendar days (whichever is
shorter)following completion of construction or development.
PROJECT MANAGER G. FETTEROLF, PE
PROJECT ENGINEER M. DARBY, PE
DRAWN BY M. DARBY, PE YARD EROSION CONTROL PLAN
CHECKED BY K. LAGRECA JT Russell & Sons, Inc.
SHEET 1
OF 8
Chambers Engineering, PA EthanolTransfer Facility
N.C.B.E.L.S.License Number.C-1660 NC
129 North First St.,Albemarle,NC 28001704-984-6427 HDR Engineering,Inc. S'lI1C� �pl'II1�S�
of the Carolinas 0 1" 2" FILENAME EC-01.dgn SHEET
0 10/2011 ISSUED FOR CONSTRUCTION -01
N.C.B.E.L.S.License Number.F-0116 ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000159054 SCALE 1"=30'
440 S Church Street,Suite 1000 1 Charlotte,NC 28202

1 2 3 4 5 6 7 8
NARRATIVE:
The proposed project is for the expansion of
NCDOT #5 OR
5 7 WASHED cn FLOW CLASS B RIP RAP STONE an existing ethanol intermodal facility by JT
FILTER FABRIC STONE
Russell and Sons, Inc to be located in the
z Healing Springs Community of Davidson
CLASS B County, NC. The scope of work includes
m RIP RAP p
STONE 000 ono o o installation of erosion control measures,
w o 00 000 0� 0 0 0 °O °O0o ° 00°0 0 00� �oo0.° O30 oo .o
storm drainage, asphalt paving, a rail yard,
Oo0 c" 0 000oc0 0�00 ° 00 0 O O O0 0 O o 0000 °O
W NCDOT #5 OR 57 00 0 ° o° o 0 0 °o ° 000, 0 0 ° 0 0 o O O o NOTE: ethanol storage tanks and secondary
O o 0 0 0 ° o MILE containment basin and various structural
Q 12 WASHED STONE o0 0 . 00 ° B Oo 0 0 °o0 0 ° o ° ° o ° 0 0 00 °o o�
= o o ° o ° O °°Oo O Oo O O o ° o ° AFTER TEMPORARY STREAM CROSSING MAKER 31 BMP's. Total disturbed area for this project p
o o ° o o . o o °
IS REMOVED GRADE STREAM BANKS
00 ° °oo oo° 0 O ° 0 0 0 0 0 °o O ° O ° °o "° o CONSTRUCTION SEQUENCE:
O0oo0o0 O OBo �00000 00O o0000 00p0 0 O Oo 000 0 ° O O o o > is18.0acres.
0 o , 0 o� coo 0 0 o 0 m O O o 0 O o Oo o O o O
?0., oq° o0o OB- 0.'0 O �00�° 0 ° 0000 o O o ° Q 00 ° 00 0 TO THEIR ORIGINAL SLOPE, APPLY SEED,
o ° °000 ° o ° o °o°� o ° °o ° 0°0 0 00 00 0 ° Ov o 0 0 ° �O °° MULCH, AND MATTING.
°o Boa o 0r90 � o 0 0 00 0 ° ° 0 00�00' o 00 / 1. Obtain plan approval and permits prior
L/ to beginning work.
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2. Flag the work limits to prevent un-
2 5' M I N. srREAM 2 5' MIN N. necessary clearing.
CHANNEL
24 CMP
TOP 0 F BANK TOP OF BANK 3. Hold preconstruction meeting at least
-- ___ one week prior to starting construction.
_ 4. Install temporary construction entrance.
V) TEMPORARY STREAM CROSSING PROFILE VIEW TEMPORARY STREAM CROSSING PLAN VIEW
_- --_-
aIlind Install sediment trap, basin, silt fence,
W �,
-- and temporary diversions. Install storm
----- drainage pipes and appropriate inlet
_ __------ protection devices.
6. Clear and grub site.
7. Grade and fill areas to proposed grades
o - . shown.
- --
z a --
__ 8. Provide groundcover on exposed slopes
z
t - - - within 21 calendar days following
CONCRETE BOTTOMLESS CULVERT - - - - - - -- - 11 �=00- - _ _ -- completion of any phase of grading.
C4 9. Remove Riser Basins and grade bioretention
7 +00 - - _ __ --_ basins to final grade
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— 1 - - --- - _ - 10
--- - '3 _ __ --� Provide permanent groundcover for all
z -s --
W o - _ 'I 536- accordance 7
589
_------ - +OB -
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disturbed a areas in acco ace with e
--- -- = � seeding specifications within 15 working
or no more than 90 calendar days
-
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111+00 - following of
--- - -- :593 + 0 _ __ _ - 'i4+0)- 11 development.
- ;
temporaryco
erosiond
Ln co - - - - - --- - - - sediment control structures after
_ --
__ - -___ __- "__- _ - _ __- _ _ ___-- - __ ^� ��O _ vegetation is established on all disturbed
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-_ _- --- __--- __ -- ----------- MAINTENANCE
3 -
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_ _ — _- - SF -;
__-- - --- - -- y- _ -- 590 The followingmaintenance Ian shall be followed
--- - - - - -
_ _ SF
he site t stabilized construction.
�,, until t ' e s completely sta iliz d after c n.
__ _- __ - — �--- 59 58 - _ _ During construction the Contractor shall be
s
590 _ -- r.
7 _ _ _,.-. _ responsible for inspection and maintenance of all
-
- - ROCK SILT CHECK TYPE B erosion and sediment control structures
-
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58.
---
_ _ � OC PE TYP} ,
H - g0� _ .: _ - ( C STD. 1633.02)
�_ , , ;___-- DOT
a _ --- - - - - - i 1. A to
-� g must be kept for the site documenting each
�- rainfall event and measures taken to repair or replace
---- / 4 erosion trot measures All NPDES
� � .,�;'�, any dams
pp con
SILT FENCE (NCDOT STD. 1605.01) rules shall apply.
i
SILT FENCE (NCDOT STD. 1605.01) "` 2. All erosion control measures shall be checked for
stability and operation following any rainfall producing
o EXTEND 6' (W) x 4' (H)
runoff and at least once every week. Any needed
CONCRETE BOTTOMLESS CULVERT
repairs shall be made immediately so that all erosion
INV EL = 583.87 LIMITS OF CONSTRUCTION (TYP.) -- , control measures are maintained as designed. B
(SEE SHEET T-27 FOR DETAILS) 3. The sediment traps shall be cleaned out when the
CONSTRUCT TEMPOARY -
' level of sediment reaches the mid-depth point below
STREAM CROSSING _ the weir elevation. Washed stone shall be cleaned or
_ replaced when the sediment pool no longer drains
properly.
4. All seeded areas will be fertilized, reseeded as
necessary, and mulched in accordance with the
seeding specifications in order to maintain a dense
vegetative cover.
5. Sediment deposits shall be removed from
sediment fence after each storm event or sediment
fence should be replaced. They must be removed
when deposits reach approx. half the height of the
barrier. Any sediment deposits remaining in place
/ after the sediment fence is removed shall be
'! dressed to conform to the existing grade, prepared
and seeded.
4. 6. Inspect check dams and channels for damage
after each storm event. Remove sediment
i accumulated behind the dams as needed to prevent
damage to channel vegetation. Add stones to dams
as needed to maintain design height and cross
section. A
/ 7. Temporary erosion and sedimentation control
measures shall remain in place until the site has been
NOTE: Pursuant to G.S. 113A-57(2), the angle for graded slopes and fill shall stabilized and a representative of the NC DENR
be no greater than the angle that can be retained by vegetative cover or other Fayetteville Regional Office Land Quality Section has
/ adequate erosion control devices or structures. In any event, slopes left exposed approved their removal.
* EROSION CONTROL MATTING SHALL BE PLACED IN ACCORDANCE WITH shall, within 21 calendar days of completion of any phase of grading, be planted
NCDOT STANDARD DRAWING 1631.01. MATTING SHALL BE PLACED i or otherwise provided with temporary or permanent ground cover, devices, or
IN ALL DITCHES AND ON ALL CUT AND FILL SLOPES HIGHER THAN 5 . structures sufficient to restrain erosion. Pursuant to G.S. 113A-57(3), provisions
for permanent ground cover sufficient to restrain erosion must be accomplished
for all disturbed areas within 15 working days or 90 calendar days (whichever is
shorter) following completion of construction or development.
PROJECT MANAGER G. FETTEROLF, PE
PROJECT ENGINEER M. DARBY, PE
DRAWN BY M. DARBY, PEJT Russell & Sons, Inc. A
PONCHECKED BY K. LAGRECA
SHEET 2 OF 8
Chambers Engineering, PA ` Ethanolr Facility
N.C.B.E.L.S.License Number.C-1660 Healingrings, NC
129 North First St.,Albemarle,NC 28001704-984-6427 HDR Engineering,Inc. SHEET
of the Carolinas 0 1" 2" FILENAME EC-01 A.dgn
0 10/2011 ISSUED FOR CONSTRUCTION E
r.N.C.B.E.L.S.License NumbeF-011e ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000159054 SCALE 1"=30'
440 S Church Street,Suite 10001 Charlotte,NC 28202

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PROJECT MANAGER G. FETTEROLF, PE
PROJECT ENGINEER K. LAGRECA
DRAWN BY B. DOWDY YARD GRADING AND DRAINAGE PLAN
CHECKED BY P. BLANDFORD, PE JT Russell & Sons, Inc.
Chambers Engineering, PA 1�"- f'1®► aCl'1
ty SHEET I OF 5
N.C.B.E.L.S.License Number.C-1660 Healing Springs, NC
129 North First St.,Albemarle,NC 28001704-984-6427 HDR Engineering,Inc.
FILENAME T-19.d n SHEET
of the Carolinas 0 1" 2" g
2 01/06/2012 NEW DRAWING T-18
N.C.S.E.L.S.License Number.F-0116 ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000159054 SCALE 1"=30'
440 S Church Street,Suite 1000 1 Charlotte,NC 28202

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PROJECT MANAGER G. FETTEROLF, PE
PROJECT ENGINEER K. LAGRECA
DRAWN BY B. DOWDY YARD GRADING AND DRAINAGE PLAN
CHECKED BY P. BLANDFORD, PE JT us ' c®
Ethanol
SHEET 2 OF 5
Chambers Engineering, PA � r �CI'1
tv
N.C.B.E LicenseNumber:C 1660 2 01/06/2012 REVISED TO INCLUDE LEAD TRACK
@a'In Springs, NC
129 North First St.,Albemade,NC 28001704-984-6427 HDR Engineering,Inc. 1 11/11/2011 MODIFIED PIPE SIZE AND MATERIAL SHEET
of the Carolinas 0 1 2 FILENAME T-19.dgn
0 10/2011 ISSUED FOR CONSTRUCTION
N.C.B.E.L.S.License Number F-0116 ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000159054 SCALE 1"=30'
440 S Church Street,Suite 1000 1 Charlotte,NC 28202

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SCALE 1:10 SCALE: 1: 4
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PROJECT MANAGER G. FETTEROLF, PE
PROJECT ENGINEER K. LAGRECA
DRAWN BY B. DOWDY BOTTOMLESS CULVERT
CHECKED BY X JT RussellS, Inc.Eth EXTENSION IL
Chambers Engineering, PA Facility
N.C.B.E.L.S.License Number C-1660 2 01/06/2012 REVISED TO INCLUDE LEAD TRACK
129 North First St.,Albemarle,NC 28001704-984-6427 HDR Engineering,Inc. 1 1 1/1 1/201 1 MODIFIED PIPE SIZE AND MATERIAL G't'a'11'1 Springs, E'o
of the Carolinas 0 1„ SHEET
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0 10/2011 ISSUED FOR CONSTRUCTION -27
N.C.B.E.L.S.License Number.F-0116 ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000159054 SCALE AS LABELED
440 S Church Street,Suite 10001 Charlotte,NC 28202