20190289 Ver 1_Response to USACE Non-compliance_20200903

Strickland, Bev
From: Rodney Carpenter < [e-mail] >
Sent: Thursday, September 3, 2020 3:14 PM
To: [e-mail]
Cc: Randy Barber; Kevin Wurschmidt; Homewood, Sue; John Fisher; 'Floyd Freeman'
Subject: [External] RE: Action ID: SAW-2018-00240
Attachments: D.Bailey ACOD Resp_2020_09-03.pdf
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Mr. Bailey,
Please see our attached response to your below questions. Let me know how I can be of further assistance.
Rodney Carpenter
VICE PRESIDENT, DISTRIBUTION & COMMERCIAL MARKE-
G ray
10 Quality Street
Lexington, KY 40507-1450
Office: 859.281.2513
Mobile: [phone]
[e-mail]
gray.com
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have received this communication in error, please contact the sender and destroy all copies of this email.
From: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>
Sent: Wednesday, August 19, 2020 4:19 PM
To: Rodney Carpenter <[e-mail]>
Cc: Randy Barber <[e-mail]>; Kevin Wurschmidt <[e-mail]>; Homewood, Sue
<[e-mail]>; John Fisher <[e-mail]>
Subject: RE: Action ID: SAW-2018-00240
Mr. Carpenter,
Thank you for your response letter and coordination efforts to resolve non-compliance items related to the subject
Department of the Army (DA) permit (SAW-2018-00240). Having reviewed your letter and referenced plans, I am
providing the following responses regarding each Compliance Site originally listed in my email dated 7/2/2020:

Compliance Site 1: The Corps is generally agreeable to your proposal to leave the check dam in place at its current
location until the site has reached a more stabilized state. However, we require the following additional information:
1) Your letter does not specify whether you propose to restore the stream to pre -grading conditions, or request
consideration via after -the -fact permitting to stabilize the site in a different state. Please provide this
information, including the timeframe for submitting a specific restoration plan (including a completion date) or
after -the -fact permitting request;
Compliance Sites 2 and 3: no further action required from the Corps.
Compliance Site 4: The Corps is generally agreeable to your proposal to "complete the re -work in this area." It is our
understanding that you will restore the stream to pre -grading conditions, and that you require 3-4 days of suitable
weather conditions to complete the work. However, we require the following additional information:
1) Please provide the "as built" survey of the fill slope for this area, showing the reach of stream impacted outside
of permitted limits;
2) Please provide a specific restoration plan (including an estimated completion date), including how you propose
to return the area to pre -grading conditions (i.e. grade and contour), and how you plan to stabilize the area
using native vegetation and/or natural channel design structures;
Compliance Site 5: The Corps is generally agreeable to your stream and wetland restoration proposal in this area.
However, we require the following additional information/considerations:
1) We are concerned about the highly erodible nature of soils in the proposed work area. Have you considered
whether or not the proposed sill structures are appropriate/sufficient to prevent the stream/water from simply
working around the structures?
2) The last (i.e. most downstream) structure shows a —2' drop into the receiving steam. Typically we would not
expect more than a 1' vertical drop between structures and/or the receiving stream bed in this region. Could the
restoration plan be amended to accommodate this shorter vertical drop?
3) Please provide an estimated completion date;
Compliance Site 6: no further action required from the Corps.
Please provide the above requested information within 2 weeks of the date of this email, and let me know if you have
any questions.
Sincerely,
Dave Bailey
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
Email: [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: http://corpsmapu.usace.army.mil/cm apex/f?p=136:4:0
Thank you for taking the time to visit this site and complete the survey.

From: Rodney Carpenter <[e-mail]>
Sent: Tuesday, August 18, 2020 8:58 PM
To: Bailey, David E CIV USARMY CESAW (USA)<[e-mail]>
Cc: Randy Barber <[e-mail]>; Kevin Wurschmidt <[e-mail]>
Subject: [Non-DoD Source] Action ID: SAW-2018-00240
Mr. Bailey,
Please see the attached letter and drawings in response to the letter from Mr. Scott McLendon dated July 29,
2020. Please contact me if you have any questions.
Rodney Carpenter
VICE PRESIDENT. DISTRIBUTION & COMMERCIA
Gray
10 Quality Street
Lexington, KY 40507-1450
Office: 859.281.2513
Mobile: [phone]
[e-mail]
gray.com
LINKEDIN I TWITTER I FACEBOOK
This e-mail, and any documents, files or previous e-mail messages attached to it may contain confidential, privileged or proprietary information. If you
have received this communication in error, please contact the sender and destroy all copies of this email.

SENT VIA EMAIL
September 3, 2020
Mr. David Bailey
Wilmington District, Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403-1343
RE: Action ID: SAW-2018-00240 (email response 08.20.20)
Dear Mr. Bailey,
The following is our response to your email of August 20, 2020 requesting additional
information for the below items:
Compliance Site 1 Question: Your letter does not specify whether you propose to restore the
stream to pre -grading conditions, or request consideration via after -the -fact permitting to
stabilize the site in a different state. Please provide this information, including the timeframe
for submitting a specific restoration plan (including a completion date) or after -the -fact
permitting request.
Response: Plateau will restore the stream to pre -grading conditions. It is our intent to perform
an as -built prior to construction. Any disturbance if past the LOD will be removed. The original
existing conditions will be staked. It is the intent to restore the existing ground to pre -disturbed
condition with riparian seed and a coir fiber mat. If Live Stakes are required, then work will have
to proceed after November 15t and before March 15t when those planting go dormant. Given the
current time of year the FOR would suggest planting wetland sedge plugs at a density of 2ft on
center along the soil lifts and along the streambanks of the restored channel. A repair condition
as -built will be provided when the work is complete. Plateau can perform this work within a 3-4
day window of consistent dry weather. Plateau will be performing this scope under the
guidance of an Environmental Engineer from Wildlands Engineering and Central Carolina
Seeding.
Compliance Site 4 Question: The Corps is generally agreeable to your proposal to "complete
the re -work in this area." It is our understanding that you will restore the stream to pre -grading
conditions, and that you require 3-4 days of suitable weather conditions to complete the work.
However, we require the following additional information:
1) Please provide the "as built" survey of the fill slope for this area, showing the reach of
stream impacted outside of permitted limits;
Response: As -Built Survey is accompanying this letter.
gray.com 10 Quality Street T: 859.281.5000
Lexington, KY F: 859.252.5300

Mr. David Bailey
September 3, 2020
Page 2
2) Please provide a specific restoration plan (including an estimated completion date),
including how you propose to return the area to pre -grading conditions (i.e. grade and
contour), and how you plan to stabilize the area using native vegetation and/or natural
channel design structures;
Response: Plateau will restore the stream to pre -grading conditions. It is our intent to
perform an as -built prior to construction. Any disturbance if past the LOD will be removed.
The original existing conditions will be staked. It is the intent to restore the existing ground
to pre -disturbed condition with riparian seed and a coir fiber mat. If Live Stakes are
required, then work will have to proceed after November 15t and before March 15t when
those planting go dormant. Given the current time of year the FOR would suggest planting
wetland sedge plugs at a density of 2ft on center along the soil lifts and along the
streambanks of the restored channel. A repair condition as -built will be provided when the
work is complete. Plateau can perform this work within a 3-4 day window of consistent dry
weather. Plateau will be performing this scope under the guidance of an Environmental
Engineer from Wildlands Engineering and Central Carolina Seeding
Compliance Site 5: The Corps is generally agreeable to your stream and wetland restoration
proposal in this area. However, we require the following additional information/considerations:
1) We are concerned about the highly erodible nature of soils in the proposed work area. Have
you considered whether or not the proposed sill structures are appropriate/sufficient to
prevent the stream/water from simply working around the structures?
Response: From Timmons Engineering (EOR): To provide the corps with a greater level of
comfort, the sills can be installed with clay plugs. Clay plugs will create a barrier for the
water, pushing it up to the surface where the water will daylight in the channel. Plateau is
following the direction and engineered plans from Timmons Engineering for this work along
with supervision from an Environmental Engineer from Wildlands Engineering and Central
Carolina Seeding. A detail has been added to the revised plans (accompanying this letter) to
show the installation of the clay plug and location.
2) The last (i.e. most downstream) structure shows a —2' drop into the receiving steam.
Typically, we would not expect more than a 1' vertical drop between structures and/or the
receiving stream bed in this region. Could the restoration plan be amended to
accommodate this shorter vertical drop?
Response: From Timmons Engineering (EOR): The tributary restoration is tying into an
incised channel along the main reach. Due to the incision and a channel of this size it will be
more stable along the left and right banks of the tributary to have a 2 ft drop into the main
channel. The amount of energy from the tributary will not negatively affect the main
channel due to their vast size differences. Without restoring the main channel, we feel this
is the best approach. Stability of the left and right banks of the tributary will be key in this
area. The last rock sill has been extended to provide added boulder toe protection along
the main channel.

Mr. David Bailey
September 3, 2020
Page 3
3) Please provide an estimated completion date.
Response: This is very dependent on the start date which needs to be considered when
clear weather is available along with dormant conditions if Live Plantings are being used.
The current time frame given from two environmental sources is 3-4 weeks to complete.
Plateau will be performing this scope under the guidance of an Environmental Engineer
from Wildlands Engineering and Central Carolina Seeding to efficiently complete the work to
the satisfaction of the ACOE. Plateau is prepared to expedite the work as soon as a clear
weather path is provided and all design conditions are known.
Our entire team is committed to maintaining compliance with the Department of the Army (DA)
permit and continues to work diligently to address any matters on a timely basis. Should you
have any questions, please contact Mr. Kevin Wurschmidt via telephone at [phone] or
email ([e-mail]).
Sincerely,
Rodney Carpenter
VP, Distribution & Commercial Market
c: Randy Barber
Publix Super Markets, Inc.
3300 Publix Corporate Parkway
Lakeland, FL 33811-3002
Kevin Wurschmidt
Gray Construction
10 Quality Street
Lexington, KY 40507

NOTE
Z
PIPES AND DRAINAGE STRUCTURES
h SHOWN HEREON ARE FOR co n
REFERENCE ONL Y. W
O �
SCALE 1 "=20'
0' 20' 40'
EXHIBIT FOR CHECK DAM ASBUILT
PUBLIX - GREENSBORO
DISTRIBUTION CENTER
MCLEANSVILLE GUILFORD CO., NC
Date: 8/13/20 Scale: 1 " = 20'
Sheet 1 of 1 J. N.: 45015
Drawn by: TJ Checked by:JP
610 E. MOREHEAD ST., SUITE 250 1 CHARLOTTE, NC 28202
THIS DRAWING PREPARED AT THE TEL [phone] FAX [phone] www.timmons.com T I M M O N S GROUP ••••~
CHARLOTTE OFFICE North Carolina License Number C-1652 .� •
YOUR VISION ACHIEVED THROUGH OURS

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TRIBUTARY TYPICAL CROSS SECTIONS
700 g
COIR FABRIC
700 g
COIR FABRIC
(L Riffle Dimensions
Cross Sectional Area (ft2) 5.9
Top Width (ft) 8.1
Bankfull Depth (ft) 0.7
Maximum Depth (ft) 1.0
TYPICAL
RIFFLE SECTION
Straight Pool Dimensions
Cross Sectional Area (ft) 14.4
Top Width (ft) 10.0
Maximum Depth (ft) 2.4
TYPICAL
STRAIGHT POOL SECTION
SCALE 1 "=5'
0 5' 10,
645
640
635
630
CLAY P
625
620
615
610
9+90 10+00
- - =
REMOVE RIPRAP, INSTALL
REINFORCED SOIL LIFTS,
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STRUCTURE TABLE
TRIBUTARY SILL/HEADER TABLE
STRUCTURE NAME
STATION
ELEVATION
ROCK SILL
10+05.24
630.74
ROCK SILL
10+26.99
629.80
ROCK SILL
10+45.03
628.86
ROCK SILL
10+62.90
628.01
NOTE:
1. EXISTING RIPRAP AT SANITARY
SEWER CROSSING TO BE REMOVED.
INSTALL REINFORCED SOIL LIFTS
ALONG BOTH BANKS.
2. SEED, STRAW, AND INSTALL 700g COIR
MATTING ON ALL DISTURBED AREAS
WITHIN THE LIMITS OF GRADING.
3. PLANT LIVESTAKES AND HERBACEOUS
PLUGS ALONG STREAM BANKS USING
2FT SPACING.
4. REFERENCE SHEET 1.01 FOR
CONSTRUCTION DETAILS.
5. REFERENCE SHEET 1.02 FOR SEED &
PLANT SPECIES AND QUANTITIES.
6. CONSTRUCT TRIBUTARY FROM
UPSTREAM TO DOWNSTREAM
BEGINNING AT STA 10+00.
PROPOSEDIMPROVEMENTS
LIMITS OF DISTURBANCE/
BARRICADE TAPE
- - - - - - LIMITS OF GRADING
DESIGN STREAM
CENTERLINE
MAJOR CONTOUR
MINOR CONTOUR
ROCK SILL
REINFORCED SOIL LIFT
M
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0
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SCALE 1 "=20'
NOR
0 20' 40'
NOTE:
1. STREAM SUBSTRATE TO BE
INSTALLED AT LOCATIONS INDICATED
IN THE GRADING PLAN. REFERENCE
THE SUBSTRATE MIX SPECIFICATIONS
DETAIL ON SHEET 1.01.
r1r1/,r•11 r'
EXISTING GRADE
(FIELD TOPO)
PROPOSED GRADE
DESIGN BANKFULL
ROCK STRUCTURE
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STATIONS AN
PROVIDED
(BEGIN STEF
TO END STEF
STREAMBED FLOW
BACKFILL WITH
SUBSTRATE MIX
6 OZ NON -WOVEN
GEOTEXTILE EXTENDING
MIN 4' UPSTREAM
r.rniTrr�
HEADER
ROCK
OCKS SHALL
XTEND MIN. 3'
JTO BANKS
PLAN VIEW
\- BASEFLOW
a--------
SUBGRADE FILL SUBSTRATE MIX
(WHEN APPLICABLE) (PLACE THROUGHOUT
ENTIRE STEP POOL)
PROFILE VIEW
NOTES:
1. REFER TO SUITABLE ROCK SIZE DIAGRAM ON SHEET 1.01 FOR ROCK DIMENSIONS.
2. THE ROCK SILL IS TO BE CENTERED IN THE CHANNEL WITH ALL HEADER ROCKS FLUSH WITH THE PROPOSED GRADE. ALL ROCKS PLACED TIGHTLY TO EACH
OTHER WITH SUBSTRATE MIX COMPACTED AROUND EACH.
3. ANY GAPS OBSERVED DURING INSTALLATION SHOULD BE CHINKED USING SMALLER SUBSTRATE. THESE AREAS SHALL BE INSPECTED BY THE PROJECT
ENGINEER TO VERIFY INSTALL.
4. EXTEND 6 OZ NON -WOVEN GEOTEXTILE TO THE MIDPOINT ALONG THE TOP FACE OF THE HEADER ROCK.
5. REFER TO STRUCTURE TABLE ON SHEET 1.00 FOR STATION AND ELEVATION OF POOL AND ROCK STRUCTURES. REV. 8/22/19
ROCK SILL
NO SCALE
EXTEND BLANKET A MINIMUM OF 3'
>VER CREST OF SLOPE, SEE DETAIL 4/12. . " . " . " " "
TRENCHING NEEDED IF MINIMUM OF 3' ." " .""
IS NOT AVAILABLE AT THE CREST OF
SLOPE OR IF OVERLAND FLOW IS y y y ' ' ��� . " . ' .
ANTICIPATED FROM UPLAND AREAS, .... . - . -
SEE DETAILS 5/12 &6/12.... / �� �� ""•"•"""
.... �
. . . .y.y."."
... / / ......Y
......
.... / ......
/ ... FOR END ROLL
...... OVERLAP, SEE
DETAIL 2/12
/ ....."
" ...
X ....
BLANKET TO EXTEND A """ ; : SIDE SEAM OVERLAP,
MINIMUM OF T BEYOND SEE DETAIL 7/12
TOE OF SLOPE. FOR ."."."."."" "
BOTTOM OF SLOPE
TERMINATION,
SEE DETAIL 3/12
BLANKET OVERLAP
2" - 4"
END SEAM OF BLANKETS OVERLAP 2 - 4". / STAKES ARE
PLACE STAKES, ONE ON EACH CORNER OF THROUGH
BLANKET, 12" O.C. ALONG BLANKET AND BOTH BLANKETS.
THROUGH STITCHING ON BOTH BLANKETS.
UPSLOPE BLANKET LAPS OVER DOWNSLOPE DETAIL 7/12: SIDE SEAM
BLANKETS IN A SHINGLE EFFECT. OVERLAP STAKE DETAIL
DETAIL 2/12: END ROLL OVERLAP
SPLIT 2x4 STAKE
12" O.C. ALONG
BOTTOM OF BLANKET
AT THE END OF SLOPE
1 ROW OF SPLIT
2x4 STAKES, 12"
O.C.
DETAIL 4/12: SLOPE CREST ANCHOR
METHOD "A" (NO TRENCH)
SOIL PILE TRENCH APPROX.
FROM TRENCH 10" WIDE x 8" DEEP
SLOPE TO
PROTECT TOP OF BLANKET
1 ROW OF STAKES, 2 ROWS OF STAKES,
12" O.C. STEP 1 STAGGERED, 6" O.C.,
EA. DIR.
2 ROWS OF STAKES,
STAGGERED, 6" O.C.,
EA. DIR.
SOIL FILLED
FROM SOIL PILE
STEP 2
DETAIL 5/12: SLOPE TRENCHING METHOD "B"
NOTE: TRENCHING NOT REQUIRED IF BLANKET CAN BE
EXTENDED A MINIMUM OF T OVER THE SLOPE CREST.
SOIL PILE
FROM TRENCH
TRENCH APPROX.
10" WIDE x 8" DEEP -1
18"
STAKE 12" O.C. ALONG SLOPE TO
BLANKET AT SLOPE PROTECT
^' ' ",NGE
DETAIL 3/12: BOTTOM OF SLOPE TERMINATION
V V �2 ROWS OF STAKES,
1 ROW OFJ
STAKES, STEP 1 STAGGERED, 6" O.C.,
12" O.C. EA. DIR.
2 ROWS OF STAKES, 4" APART
STAGGERED, 6" O.C., STAKES
TO BE PLACED CLOSE TO
EDGE OF BLANKET
SOIL FILLED
FROM SOIL PILE STEP 2
DETAIL 6/12-SLOPE TRENCHING METHOD "C"
NOTES:
1. IN THE EVENT A SINGLE ROLL OF BLANKET WILL SPAN FROM TOP OF BANK TO TOE OF SLOPE, A PARALLEL INSTALLATION MAY BE USED.
2. BLANKET TO EXTEND TO PROPOSED LIMITS OF SUBSTRATE. BLANKET SHALL BE INSTALLED PRIOR TO SUBSTRATE.
3. STAKE SHALL BE HANES GEO COMPONENTS ECO STAKE OR APPROVED EQUAL.
4. SOURCE: AMERICAN EXCELSIOR COMPANY - EARTH SCIENCE DIVISION. DATE: 05/01/03. REFER TO MOST RECENT MANUFACTURER'S
INSTALLATION RECOMMENDATIONS. REV. 11/11/13
700g COIR FABRIC SLOPE APPLICATION DETAIL
NO SCALE
LIMITS OF FLOODPLAIN
PROPOSED HEADER ROCK
GRADE (REFER TO
BANKFULL STRUCTURE
0 0 ° ELEVATION DETAIL).
�0°000
�0000000
°0°0°0°0°0
000�0�0�0�0�0�00 O O O
roc NATIVE BACKFILL >o°o°o°o°0°0°0°00000
0
J c > O O O O O O O O O
00, OR TOPSOIL >°0°o°o°O°0°O°O°o°o°o .
0 0 0 0 0 0 0 0 0 0
0 0"0"0"0-0"0"0"0 O O O O O O O O O
� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
°o°o°O°O°0°0°O°O°0°0°O°O°0°o°O°O°o°
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
>O°0°OOOOOOOOOOOOO°°°00000°00000000�
> 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O O O O O O O O O O O O O O O O o d
> O O O O O O O O O O O O O O O O I
10-0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0
TOP OF PLUG SHALL
J XTEND TO ELEVATION
EQUIVALENT TO BOTTOM CLAY PLUG
' OF SILL
SUBSTRATE MIX TOP
DRESS MIN. 12"
DEPTH l
AGGREGATE
BACKFILL
BACKFILL
EXISTING
GROUND
PLANTINGS MIN. 3' KEY
INTO
EXISTING
700g COIR c GROUND
MAT O°c
o° °o°o
O O O c
O O°O°000 00-000G
O O 00 Oo0o0 °o°O O°o°o °O°c
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 o O c
O O O_O_O_O_O_O_O O O O O O O O O O
o°0000cSOIL -MIN. 1FT O°o o°O°O°o°o°o O°o°
j% °0°0°c 0°0°0°0°0°0 0°0°
O O O DEPTH o 0 0 0 0 0 o c
O O c o o 0 0 0 0 0 0 0 0
it o o O O O O O O 0 O O O o o O c
0 0 0 o 0 0 0 0 0 0 0 0 00 0 0 0
0 0 0 0 0 0 0
00000000000000000 0 0 0 0 0 0 0 0`
OOOOOOOOO O O O O o
O O O O O O O O O O O O O O O O O
0000 0 0 0 0 0 0 0 0 0 0 0 °-I
BACKFILL
CLAY - VARIABLE DEPT
(REFER TO PROFILE
SHEETS)
/�\ EXISTING </�\/�\' l
� GROUND /�
SECTION VIEW
HEADER
ROCK
FLOW
- - - - - - - - - - - - -
BASEFLOW
III - FOOTER
ROCK
12" MIN
INTO G
CLAY PLUG
PROFILE VIEW
EQUAL TO WIDTH
OF FOOTER ROCK
NOTES:
1. REFER TO GRADING PLAN AND PROFILE SHEETS FOR PLUG DIMENSIONS.
2. BOTTOM OF PLUG SHALL EXTEND A MINIMUM OF 12 INCHES INTO UNDISTURBED IN -SITU SOIL MATERIAL.
3. PLUG SHALL EXTEND AT LEAST 5 FT FROM THE ASSOCIATED SILL AND KEY INTO EXISTING SIDE SLOPES.
CLAY PLUG
NO SCALE
REV. 11 /07/17
i PLANTINGS UNDISTURBED
Q /O� EARTH
SEED SURFACE A/�5�'G� 700g COIR-
UNDER MAT %Q/`GPI' MAT
DEWATERING DEVICE DIRT/SEDIMENT LIVE STAKES
( TYP. O
BAG) DIVERSION PUMP ( ) / o°O°o
0 00o O 0000000000
o000000000000 �� �� UNCOMPACTED
700g COIR FABRIC (NEDIA 18" TO 36" / O O O O O O O O O O O ����
DISCHARGE HOSES o 0 0 0 O O O O O O O O EARTH
ENTERPRISE, INC. OR o o O o 0 0 0 0
INTAKE o 0 0 0 0 0 0 0 0000000000000
/ 0 0 0 0 0 0 0 O O
HOSE APPROVED EQUAL)000000
o 0 0 0 0 0 0 000000000000000 0 \
O O O 000000
O O O O O O O O O O O O O
/ O O O O O O O O O O O O O O O O O 0000
DEWATERING PUMP o00 0 0 0 0 00°0°0°0°0°0°0°0°0°0°0 0°0°0,
...... P (AS NEEDED) LIVE STAKES (T OC) / °O 2 0 o O00000000o0o0o0o0o00000 000�
0 0 0002 0 0 0 0 0 0 0 0 0 0 0 0 o c
...............................
... / 0000 °0000000
0 0 0 0 0 0Vo 0 0 o °O° °O°O°O°0°O O°O°0�,O OOOO O O O O O O O O O
O O o 0 0 0 00 0 0 oO O O O O O O 4" WEDGE
OOOOOO OO OOOOOO Or' XFLOW A A FLOW 000000000000000 0O0 0 0 000 �'
0000000000000 000000000000 O O o 0 0 0 STAKES
0000000000000 0 0 0 0 0 c
WORK AREA o000000000000000000o0o0o0 00000° 0000000
°O 0000000000000O°O°O°O°O°O°O°O00000
SANDBAG/STONE O O c NATIVE BACKFILL
9" - 18" HIGH O o 0 0 0 0 0 0 0 0 0 0 0 ° °0°o°O°0°0°O OR TOPSOIL
O O O O O O O O O O O O 0000000
O O O O O O
BARRIER SOIL LIFT o°o°o°o°o°o o°o°o°o°o°o°o°O o°o°o o°o°o°o°oc
SUMP HOLE OR 0000 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000
-
......................................................... POOL V MIN DEPTH / 000000000 000000000000000 000000 0000
............ 0000000000000000000000000000000 000 oo0oc
2 MIN DIAMETER o 0 0 00000 o 0 0 0 0 0 0 0 0 0 0 0 0 0 O O
WORK AREA LENGTH O o 0000 0 0 0 0 0 0 0 0 0 0 O O O O c
- DISCHARGE PUMP o 0 0 0 0 0 0 0 0 0 0 0 0 0 o O000000000000
INTO VELOCITY NOT TO EXCEED BASEFLOW -----
DISSIPATER THAT WHICH CAN BE JO O O O O C l 1
COMPLETED IN ONE DAY 12" HIGH BASE USING ����
3-6" AGGREGATE _�/ _�/� �_` UNDISTURBED
BACKFILL �O _MIN.5 III EARTH
REV. 9/26/11
PLAN VIEW ANO
EINFORCED SOIL LIFTS
SCALE
6 OZ NON -WOVEN
GEOTEXTILE
(ACF N060 OR EQUALN
WORN
AREA
BASE FLOW + 1'
(2' MINIMUM)
CROSS SECTION OF SANDBAG/STONE DIVERSION
SECTION A -A
PUMP AROUND
NO SCALE
y
+ x_<
ROCK
z
SUITABLE ROCKS WILL HAVE THE FOLLOWING
THREE PRIMARY DIMENSIONS (±2"):
x = LONGEST DIMENSION
y = INTERMEDIATE DIMENSION
z = SHORTEST DIMENSION
REACH
(SLOPE)
INTERMEDIATE DIMENSION, Y (in.)
TRIBUTARY
42
REV. 9/26/11
SUITABLE ROCK SIZE DIAGRAM
NO SCALE
REACH
(SLOPE)
MATERIAL
SIZE (D5o) in.
SIZE (D50) mm
TRIBUTARY
COBBLE
10
254
1. ALL MATERIAL USED FOR SECTIONS OF THE
STREAM CHANNEL THAT ARE RAISED ABOVE
EXISTING GRADE SHALL BE REVIEWED AND
APPROVED BY THE PROJECT ENGINEER PRIOR TO
PLACEMENT IN THE STREAM CHANNEL.
2. COBBLE AND GRAVEL MATERIALS SHALL BE
ROUNDED IN NATURE AND COMMON TO RIVERBED
FORMATIONS.
3. SUBSTRATE SHALL BE NATURAL ROUNDED ROCK.
4. THE APPROVED MIX WILL BE DOCUMENTED TO
ACCOMMODATE MIXING AT THE PLANT AND ENSURE
CONSISTENCY WITH SITE DELIVERED LOADS.
REV. 08/16/18
SUBSTRATE MIX SPECIFICATIONS
NO SCALE
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DATE
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SCALE
NONE
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HERBACEOUS
PLA k
CARE OF SEEDLINGS UNTIL PLANTED
SEEDLINGS SHOULD BE PLANTED IMMEDIATELY. IF IT IS NECESSARY TO
STORE MOSS -PACKED SEEDLINGS FOR MORE THAN 2 WEEKS, ONE PINT
OF WATER PER PKG. SHOULD BE ADDED. IF CLAY -TREATED, DO NOT ADD
WATER TO PKG. PACKAGES MUST BE SEPARATED TO PROVIDE
VENTILATION TO PREVENT "HEATING". SEPARATE PACKAGES WITH WOOD
STRIPS AND STORE OUT OF THE WIND IN A SHADED, COOL (NOT
FREEZING) LOCATION.
CARE OF SEEDLINGS DURING PLANTING
TREEMAT WHEN PLANTING, ROOTS MUST BE KEPT MOIST UNTIL TREES ARE IN THE
GROUND. DO NOT CARRY SEEDLINGS IN YOUR HAND EXPOSED TO THE AIR
UNCOMPACTED HEIGHT VARIES AND SUN. KEEP MOSS -PACKED SEEDLINGS IN A CONTAINER PACKED WITH
WETLAND WITH PLANTS WET MOSS OR FILLED WITH THICK MUDDY WATER. COVER CLAY -TREATED
GRADE - SEEDLINGS WITH WET BURLAP ONLY. ALL BARE ROOT SEEDLINGS SHALL
BE TREATED WITH ROOT DIP ABSORBENT POLYMERS AND MYCORRHIZAL
ROOT DIP INOCULATES IN ACCORDANCE WITH MANUFACTURERS
12" RECOMMENDATIONS. SAID ROOT DIP SHALL BE MYCORTREEO ROOT DIP
MIN. OR APPROVED EQUAL.
11=1 11=1 11=1 11=1 I\\
-III-III-III=III=III=III=III=III=III=III=III=11 HAND PLANTING
(8")
G VJ.GIIIIII 1
SOD STAPLE
TREE MAT AVAILBLE FROM:
EcoDepot, LLC
www.ecodepotsales.com REV. 6/27/19
TREEMAT (CIRCULAR
NO SCALE
vl�vly I vlww
SUBSURFACE
REV. 7/22/13
HERBACEOUS PLANTING DETAIL
NO SCALE
SEEDING SCHEDULE
QUANTITY PER ZONE
BOTANICAL NAME
COMMON NAME
INDICATOR STATUS
MIX DENSITY
SEEDING RATE
(LBS / ACRE)
TOTAL QUANTITY
AREA:
LOD (AC)
(LB)
(ACRES)
0.09
Panicum clandestinum
Deertongue
FACW
30%
E/ymus virginicus
Virginia Wildrye
FACW
20%
Andropogon gerardii
Big Bluestem
FAC
12%
Sorghastrum nutans
Indiangrass
UPL
11%
Panicum virgatum
Switchgrass
FAC
5%
Chamaecrista fasciculata
Partridge Pea
FACU
4%
Verbena hastata
Blue Vervain
FACW
4%
Juncus effusus
Soft Rush
FACW
3%
Rudbeckia hirta
Blackeyed Susan
FACU
3%
RIPARIAN BUFFER MIX
Heliopsis helianthoides
Asc/epias incamata
Oxeye Sunflower
Swamp Milkweed
FACU
OBL
2%
1%
(ERNMX-178)
Aster novae-angliae
New England Aster
FACW
1 %
Aster umbellatus
Flat Topped White Aster
FACW
1 %
Eupatorium perfoliatum
Boneset
FACW
1 %
Agrostis perennans
Autumn Bentgrass
FACU
1 %
Helenium autumnale
Common Sneezeweed
FACW
1 %
Monarda fistulosa
Wild Bergamot
FACU
1 %
Vemonia noveboracensis
New York Ironweed
FACW
1 %
Pycnanthemum tenuifolium
Narrowleaf Mountainmint
FACW
0.4%
Solidago patula
Roughleaf Goldenrod
FAC
0.4%
Eupatorium fistulosum
Joe Pye Weed
FACW
0.3%
Lobelia siphilitica
Great Blue Lobelia
OBL
0.3%
Aster puniceus
Purplestem Aster
UPL
0.2%
TOTAL QUANTITY
100%
20
1.70
0.09
1.70
STARTUP MIX
BOTANICAL NAME
COMMON NAME
INDICATOR STATUS
MIX DENSITY
SEEDING RATE
(LBS/ACRE)
TOTAL QUANTITY
AREA:
LOD (AC)
(LB)
(ACRES)
0.09
Echinochloa muricata
Barnyardgrass
FACW
50%
30
1.3
0.09
E/ymus virginicus
IVirginia widrye
I FAC
1 50%1
1 1.3
0.09
SEEDING SCHEDULE NOTES:
1. The above referenced seed mixes are available from Ernst Convservation Seeds, 8884 Mercer Pike, Meadville PA 16335; Phone: [phone].
2. Seeding quantities are for convenience only and shall be verified by the Planting Contractor based on the specified density (pounds/acre) prior to bidding.
3. Substitutions shall only be made with the approval of the Project Engineer.
PLANTING SCHEDULE
ZONE
STRATUM
GROUPS
SPECIES
PLANT
SPACING
(FEET O.C.)
TOTAL QUANTITY
LOD (AC)
BOTANICAL NAME
COMMON NAME
INDICATOR
STATUS
PLANTS
PER
ACRE
# OF
PLANTS
0.09
TUBE LING
QTY
RIPARIAN
TREE LAYER
1
Platanus occidentalis
American sycamore
FACW
6-10'
500
43
43
Betula nigra
River birch
FACW
6-10'
Liquidamb ar styraciflua
Sweetgum
FAC
6-10,
Acer rubrum
Red maple
FAC
6-10'
Liriodendron tulipifera
Tuliptree
FACU
6-10'
Juniperus virginiana
Eastern red cedar
FACU
6-10'
FOREST
Tota 1
43
SHRUB LAYER
1
Comus amomum
Silky dogwood
FACW
6-10'
500
43
43
Corpus alba
Red osier dogwood
FACW
6-10'
Morella cerifera
Wax myrtle
FAC
6-10'
Magnolia virginiana
Sweetbay
FACW
6-10'
Cercis canadensis
Eastern redbud
FACU
6-10'
Total
�43
ZONE
STRATUM
GROUPS
SPECIES
PLANT
SPACING
(FEET O.C.)
TOTAL QUANTITY
STREAM
CHANNEL
PER STREAM
LENGTH
# OF
PLANTS
348
BOTANICAL NAME
COMMON NAME
INDICATOR
STATUS
LIVESTAKE
LIVE STAKES
1
Salix negra
Black willow
FACW
2
348
348
348
Corpus sericea
Red osier dogwood
FACW
j 2
STREAM
BANK
STRATUM
GROUPS
SPECIES
PLANT
SPACING
(FEET O.C.)
TOTAL QUANTITY
STREAM
CHANNEL
PER STREAM
LENGTH
# OF
PLANTS
348
BOTANICAL NAME
COMMON NAME
INDICATOR
STATUS
PLUGS
HERBACEOUS
1
Carex lurida
Shallow sedge
OBL
2
348
348
348
Juncus effusus
lCommon rush
OBL
2
PLANTING SCHEDULE NOTES:
1. Quantities are based on estimated areas of planting, including areas of disturbance. Additional plantings shall conform to the materials and rate of this schedule.
2. Substitutions shall only be made with the approval of the Project Engineer.
3. Seeding shall occur prior to planting.
4. Tubelings shall be planted at a density of 1,000 stems/acre.
5. Like stakes quantities are cumulative for entire length of stream (both sides of banks).
6. Tubelings in riparian areas are to be installed with tree mats.
7. Planting shall occur between dormancy period, September 15th through March 15th. All planting shall occur during frost free conditions with unfrozen soils.
1►►U11010
1:1010111&y,&III I A RVAII CelliI
BENDING ROOTS.
FIRM SOIL AROUND
SEEDLING WITH
FEET.
RIGHT WRONG
PLACE SEEDLING AT
CORRECT DEPTH WITH
ROOT CROWN LEVEL
WITH IN -SITU SOIL OR
SLIGHTLY HIGHER.
USE NEARBY TOPSOIL
TO PLACE AROUND
SEEDLING TO COVER
ROOT CROWN BY 1-2".
REE MF
TEST PLANTING BY PLACE 1 1/2" - 2"
PULLING LIGHTLY DEEP AND INSTALL
ON SEEDLING. TREE MAT.
DON'T EXPOSE PLANT SEEDLINGS
ROOTS TO AIR UPRIGHT - NOT AT
DURING FREEZE OR AN ANGLE.
PLANT IN FROZEN
GROUND. ROOT
COLLAR SHALL BE
1 %2" BELOW SOIL.
DO NOT BEND
ALWAYS PLANT IN
ROOTS SO THAT
SOIL - NEVER
THEY GROW
LOOSE LEAVES OR
UPWARDS OUT OF
DEBRIS. PACK SOIL
THE GROUND.
TIGHTLY.
PLANTING SHALL RESULT
IN A MOUND 2-3" ABOVE
SURROUNDING
ELEVATION.
SATURATE PLANTING
HOLE WITH WATER.
RIGHT WRONG
TUBELING AND BARE -ROOT SEEDLING INSTALLATION
NO SCALE
INSTALL ALONG BOTTOM
OF BANK (TOE) ANGLING
TOWARDS CHANNEL
AND DOWNSTREAM
24" (0.4M) MIN.
PLANT 80% OF THE
STAKE IN THE GROUND
LIVE STAKING
NO SCALE
SINGLE RO
A�
13'
STAGGER STAKING
3' (1 M) APART O.C.
CUT TOP OF STAKE SQUARE
2 TO 5 BUD SCARS SHALL BE
ABOVE THE GROUND. REMOVE
ADDITIONAL LENGTH BEYOND
4" (90MM) ABOVE GROUND.
TRIM BRANCHES CLOSE
1/2"-l" (12-23MM) DIAMETER
MAKE ANGLED CUT AT
BUTT -END (BASAL).
5555551 1171d11 err
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REV.4/23/12 •
►7
n
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DATE
0811112020
D RAW N BY
JTS
DESIGNED BY
BAS
CHECKED BY
BC
SCALE
NONE
LW
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42407
REV. 07/23/18
SHEET NO.
1.02
L