20191147 Ver 1_More Info Received_20190924

Strickland, Bev
From:
Phil May <[e-mail]>
Sent:
Tuesday, September 24, 2019 2:51 PM
To:
Greer, Emily C CIV USARMY CESAW (USA); Turlington, Chad
Cc:
Jerry Lindsey; Rob Burgess
Subject:
[External] RE: SAW -2019-01601, Heritage Place Bank Stabilization Project -Request for
Additional Information (UNCLASSIFIED)
Attachments:
Heritage_RevisedPlans_092419.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to [e-mail]<maiIto: [e-mail]>
Emily
Please see responses to your comments below as well as the attached plans and narrative. Each of your comments is
reproduced below with an associated response below the numbered item.
1. Please verify that the scale on Sheets 1, 2, 4, and 5 of the drawings is 1"=60' and revise the drawings to include this
information. The scale for all other drawings does not appear to be accurate. All drawings should be accurately scaled
and capable of being printed in 11x17" format. Please revise and include a visible creation and revised date on each
drawing.
- Please see the revised plans attached.
2. Bank stabilization impacts should be counted for each bank. If the 1"=60' scale is accurate, it appears the project will
impact more like 725-750 linear feet. Bank stabilization in excess of 500 linear feet and in excess of one cubic yard per
running foot requires a waiver from the permit limit. Please clarify so that the Corps can request concurrence from the
resource agencies. Please note that the agencies have 10 calendar days to provide comment from the date of receipt of
our request.
- Impacts are now presented as 635 linear feet of bank stabilization reflecting the total of both banks.
3. Please provide written specifics for the "impervious barrier" that will be utilized to allow work to be conducted in the
dry. The Corps will utilize this information to determine if a restoration plan for restoring temporary impacts is required.
Please clarify impact amounts associated with temporary in -stream work/structures. Please provide written specifics
and clarify impact amounts associated with temporary access fills. Also, include access locations on the overall drawings.
The overall drawings show only one access point/impact, whereas, the cross-sections show multiple locations.
Additionally, it is hard to tell what is being proposed for temporary access on the overall. A written description and a
detailed inset would assist the reviewer.
- Please see the attached written narrative from the engineer after consultation with a contractor to ensure practicable
methods.
4. Please include the various impact amounts on the overall drawings.
- Impacts have been added to the plan sheets at the top of each page including breakdown by bank for the permanent
stabilization and temporary impacts for construction access.

5. for your edification, please note that stream bank stabilization impacts are permanent impacts, not temporary;
however, these type of impacts should not result in a permanent loss of waters.
- Understood. We request that the permit when issued reflects permanent impacts. Please let us know if you need the
application revised, although note as we discussed that we cannot access the electronic form after submittal.
Thank you for your prompt response to the application and please let us know if you have any additional questions
related to this material or need anything else for your review.
A copy of this is being provided to Chad Turlington for the 401 Certification review as well via this email. Chad - if you
need anything else or have any questions please let me know.
Thanks
Phil
Phil May
CAROLINA ECOSYSTEMS INC.
[phone]
-----Original Message -----
From: Greer, Emily C CIV USARMY CESAW (USA) <[e-mail]>
Sent: Monday, September 16, 2019 10:51 AM
To: Phil May <[e-mail]>
Subject: RE: SAW -2019-01601, Heritage Place Bank Stabilization Project -Request for Additional Information
(UNCLASSIFIED)
CLASSIFICATION: UNCLASSIFIED
Phil -
Just for your edification, the NWP 13 states that the activity complies with the permit so long as..."The activity is no
more than 500 feet in length along THE bank...". The use of a singular bank in this sentence leads me to interpret the
limits as 500 If of stabilization in total. I just talked with Liz Hair who works DOT. She said this very topic came up in one
of their internal DOT meetings a few years ago, and they were instructed to interpret/permit as I do. It doesn't surprise
me that some regulators may not have not adjusted 'their way' and continue to permit these projects incorrectly. It's
wrong, but it's a bad habit that isn't that big of a deal, I guess, because it's only an administrative step to get the waiver
that's being skipped.
Have a great day!
Emily
-----Original Message -----
From: Phil May [mailto:[e-mail]]
Sent: Monday, September 16, 2019 8:46 AM
To: Chris Hopper <[e-mail]>
Cc: Greer, Emily C CIV USARMY CESAW (USA) <[e-mail]>
Subject: [Non-DoD Source] RE: SAW -2019-01601, Heritage Place Bank Stabilization Project -Request for Additional
Information (UNCLASSIFIED)
Thanks Chris.

Emily - one clarification. On the impact per running foot, the engineer works on a lot of NCDOT projects and said that
they usually calculate riprap impacts based on the stream channel footage regardless of one side or two being stabilized
for those projects. Just wanted to clarify if that is a different interpretation or some other circumstance. Also, should
the cubic footage be halved (approximately) since we are counting each bank separately?
Thanks
Phil
Phil May
CAROLINA ECOSYSTEMS INC.
[phone]
From: Chris Hopper <[e-mail]>
Sent: Friday, September 13, 2019 6:25 PM
To: Phil May <[e-mail]>
Cc: Greer, Emily C CIV USARMY CESAW (US) <[e-mail]>
Subject: Fwd: SAW -2019-01601, Heritage Place Bank Stabilization Project -Request for Additional Information
(UNCLASSIFIED)
Emily; Phil.
Phil; Emily.
Chris Hopper
Carolina Ecosystems, Inc.
919.274.5979
From: Greer, Emily C CIV USARMY CESAW (USA)
Sent: Friday, September 13, 6:11 PM
Subject: RE: SAW -2019-01601, Heritage Place Bank Stabilization Project -Request for Additional Information
(UNCLASSIFIED)
Cc: Chris Hopper

CLASSIFICATION: UNCLASSIFIED
Chris -
Please forward this to Phil. I do not have his email address.
Thank you!
Emily
-----Original Message -----
From: Greer, Emily C CIV USARMY CESAW (USA)
Sent: Friday, September 13, 2019 6:09 PM
To: rob. [e-mail] <mailto:[e-mail]>
Cc: Chris Hopper <[e-mail] <mailto:[e-mail]> >
Subject: SAW -2019-01601, Heritage Place Bank Stabilization Project -Request for Additional Information (UNCLASSIFIED)
CLASSIFICATION: UNCLASSIFIED
Please consider this as official correspondence for the above referenced project. Please use this project number in all
correspondence related to this project. The following information is needed in order to complete the review for this
permit application.
1. Please verify that the scale on Sheets 1, 2, 4, and 5 of the drawings is 1"=60' and revise the drawings to include this
information. The scale for all other drawings does not appear to be accurate. All drawings should be accurately scaled
and capable of being printed in 11x17" format. Please revise and include a visible creation and revised date on each
drawing.
2. Bank stabilization impacts should be counted for each bank. If the 1"=60' scale is accurate, it appears the project will
impact more like 725-750 linear feet. Bank stabilization in excess of 500 linear feet and in excess of one cubic yard per
running foot requires a waiver from the permit limit. Please clarify so that the Corps can request concurrence from the
resource agencies. Please note that the agencies have 10 calendar days to provide comment from the date of receipt of
our request.
3. Please provide written specifics for the "impervious barrier" that will be utilized to allow work to be conducted in the
dry. The Corps will utilize this information to determine if a restoration plan for restoring temporary impacts is required.
Please clarify impact amounts associated with temporary in -stream work/structures. Please provide written specifics
and clarify impact amounts associated with temporary access fills. Also, include access locations on the overall drawings.
The overall drawings show only one access point/impact, whereas, the cross-sections show multiple locations.
Additionally, it is hard to tell what is being proposed for temporary access on the overall. A written description and a
detailed inset would assist the reviewer.
4. Please include the various impact amounts on the overall drawings.
5. for your edification, please note that stream bank stabilization impacts are permanent impacts, not temporary;
however, these type of impacts should not result in a permanent loss of waters.

Please provide the above information within 30 days of the date of this email or request a deadline extension prior to
the 30 days. Otherwise, the application will automatically be withdrawn. Also, please feel free to contact me with any
questions.
Thank you -
Emily Greer, Regulatory Specialist
Wilmington District - Wilmington Regulatory Field Office
69 Darlington Avenue, Wilmington, NC 28403
910.251.4567 (o)
CLASSIFICATION: UNCLASSIFIED
CLASSIFICATION: UNCLASSIFIED
CLASSIFICATION: UNCLASSIFIED

CONSTRUCTION NARRATIVE
BANK STABILIZATION
HERITAGE PLACE
325 COOL SPRING STREET
FAYETTEVILLE, NORTH CAROLINA
The purpose of this project is to provide bank stabilization of a portion of Cross Creek to protect the
existing buildings of Heritage Place (a retirement/assisted living facility) located at 325 Cool Spring
Street, and 240 Ann Street, Fayetteville North Carolina. Hurricane Mathew and subsequent tropical
storm flooding have caused the banks of Cross Creek to scour and slough, threatening the stability of the
building structures. The planned protection consists of soil nail wall with shotcrete facing in the vicinity
of the building at 325 Cool Spring street (east bank of Cross Creek). The remainder of the property
banks will be stabilized by laying the banks back on a 1.5:1 slope and armoring with class II rip rap and
filter fabric.
Construction access to the site will be via an undeveloped parcel with frontage on Ann Street that is also
owned by the Heritage Place Group and is located adjacent (north) to 240 Ann Street (35.05565, -
78.87507). Approximately 0.75 acres will be cleared and used as access and a laydown area for
construction staging. Silt fence, special sediment control fence, rock check type -A and pipe inlet
protection will be utilized in the staging area (see plans). Due to limited access and high steep stream
banks, the project will be constructed from the stream side of bank with an impervious barrier
consisting of sheet pile wall or sand bag wall in the approximate center of the stream. Construction will
be limited to one side of the stream at a time with the east bank being first due to the eminent threat to
the building on that side. The temporary access depicted in the construction phasing cross sections will
be rock fill placed on geotextile material to provide a surface to work from. The maximum access fill is
shown in the construction phasing cross sections for permitting purposes. It is anticipated that the
actual amount of temporary fill for access will be much less, and is dependent on the contractor.
Once construction stabilization of the east bank is complete, the temporary access fill will be removed
along with the geotextile material. 2-48" temporary pipes will be installed to provide access to the west
bank. Then both end sections of the impervious barrier will be removed (downstream first) so that low
flow of the stream will flow through the 2 -48" temporary pipes and along the east side of the
impervious barrier. The remainder of the impervious barrier required for construction of the west bank
will be installed (upstream section first). Construction along the west bank will follow methods of east
bank construction. Once bank stabilization is completed, temporary access, impervious barrier and
temporary 2-48" pipe will be removed.
Once the project has been constructed, the laydown/staging area will be seeded with permanent
vegetation.
It should be noted that this site is located in a FEMA regulated flood hazard zone with a detailed study.
A CLOW has been obtained for this project from DHS -FEMA.

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TEMP STREAM IMPACTS 407 LF
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1223 Jones Franklin Rd.
ETH ERILL Raleigh, N.C. 27606
ENGINEERING License No. F-0377
Bus: 919 8518077
Fax: [phone]
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
C1 -/SITE DESIGN -GIS/GPS -CONSTRUCTION OBSERVATION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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ROADWAY DESIGN I HYDRAULICS
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DATUM DESCRIPTION
THE COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
WETHERILL ENGINEERING FOR MONUMENT "GPS -1"
WITH NAD 1983/2011 STATE PLANE GRID COORDINATES OF
NORTHING: 474624.608(ft) EASTING: 2037176.665(ft)
GROUND DISTANCES IN FIELD WERE USED
VERTICAL DATUM USED IS NAVD 88
GPS -1 ELEVATION = 88.53'
30' 0' 30' 60' 90'
JR -----
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1223 Jones Franklin Rd.
ETHERILL Raleigh, N.C. 27606
ENGINEERING License No. F-0377
Bus: 919 8518077
Fax: [phone]
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
C1 -/SITE DESIGN-GIS/GPS-CONSTRUCTION OBSERVATION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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TEMP STREAM IMPACTS 407 LF
1223 Jones Franklin Rd.
ETHERILL Raleigh, N.C. 27606
ENGINEERING License No. F-0377
Bus: 919 8518077
Fax: [phone]
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
C1 -/SITE DESIGN-GIS/GPS-CONSTRUCTION OBSERVATION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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DATUM DESCRIPTION
THE COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
WETHERILL ENGINEERING FOR MONUMENT "GPS -1"
WITH NAD 1983/2011 STATE PLANE GRID COORDINATES OF
NORTHING: 474624.608(ft) EASTING: 2037176.665(ft)
GROUND DISTANCES IN FIELD WERE USED
VERTICAL DATUM USED IS NAVD 88
GPS -1 ELEVATION = 88.53'
30' 0' 30' 60'
GRAPHIC SCALE
PERMIT DRAWING
SCALE: 1" = 60'
SHEET 4 OF 7
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HERITAGE PLACE
325 COOL SPRING STREET
FAYETTEVILLE NC
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INCOMPLETE PLANS
DO NOT USE FOP CONSTRICTION
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DATUM DESCRIPTION
THE COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
WETHERILL ENGINEERING FOR MONUMENT "GPS -1"
WITH NAD 1983/2011 STATE PLANE GRID COORDINATES OF
NORTHING: 474624.608(ft) EASTING: 2037176.665(ft)
GROUND DISTANCES IN FIELD WERE USED
VERTICAL DATUM USED IS NAVD 88
GPS -1 ELEVATION = 88.53'
30' 0' 30' 60'
GRAPHIC SCALE
PERMIT DRAWING
SCALE: 1" = 60'
SHEET 4 OF 7
BANK STABILIZATION
HERITAGE PLACE
325 COOL SPRING STREET
FAYETTEVILLE NC

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TEMPORARY IMPACTS IN
SURFACE WATER = 0.22 ACRES
a
R/W OF ANN
ST
2
w tiv EXISTING DETENTION BASIN
(APPROXIMATE LOCATION)
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2. REMOVE IMPERVIOUS BARRIER.
3. REMOVE TEMPORARY
2 @ 48" CSP AND FILL.
CREATED 7-9-2019
REVISED 9-23-2019
PERMANANT STREAM IMPACTS (BANK
STABILIZATION)
370 LF. WEST BANK
265 LF EAST BANK
(635 LF TOTAL)
TEMP STREAM IMPACTS 407 LF
vv/
Lay Down access
1223
1223 Jones Franklin Rd.
ETHERILL Raleigh, N.C. 27606
ENGINEERING License No. F-0377
Bus: 919 8518077
Fax: [phone]
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
C1-/EIDE DESIGN -GIS/GPS -CONSTRUCTION OBSERVATION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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/°
EE X -SECTIONS)
CLASS II RIP RAP I LF (SEE X-SECTIONS)SOIL NAIL WALL Cc
N Cc
(TO BE DESIGNED BY OTHERS)i°
0 N
pIOS
W m
EXISTING OW OF N. COOL SPRINGS ST.
S
q
PROJECT REFERENCE NO. I SHEET NO.
ROADWAY DESIGN I HYDRAULICS
ENGINEER ENGINEER
INCOMPLEIrE PLANS
NOT USE
DO FO CONSTRUCTION
Z I I
D
OD
W
Z G7
D
0
N
O
DATUM DESCRIPTION
THE COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
WETHERILL ENGINEERING FOR MONUMENT "GPS -1"
WITH NAD 1983/2011 STATE PLANE GRID COORDINATES OF
NORTHING: 474624.608(ft) EASTING: 2037176.665(ft)
GROUND DISTANCES IN FIELD WERE USED
VERTICAL DATUM USED IS NAVD 88
GPS -1 ELEVATION = 88.53'
30' 0' 30' 60'
GRAPHIC SCALE
PERMIT DRAWING
all
SCALE: 1" = 60'
SHEET 5 OF 7
BANK STABILIZATION
HERITAGE PLACE
325 COOL SPRING STREET
FAYETTEVILLE NC
M ,12,9z.20 N
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PERMANANT STREAM IMPACTS (BANK
STABILIZATION)
370 LF. WEST BANK
265 LF EAST BANK
(635 LF TOTAL)
TEMP STREAM IMPACTS 407 LF
vv/
Lay Down access
1223
1223 Jones Franklin Rd.
ETHERILL Raleigh, N.C. 27606
ENGINEERING License No. F-0377
Bus: 919 8518077
Fax: [phone]
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
C1-/EIDE DESIGN -GIS/GPS -CONSTRUCTION OBSERVATION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
'IyV, ' LV YY6R
;1yES IAN RIDGE
0
o
Rpp.D
P VIO BARRIER TEMP PGCE55
TE&f OR
ARY
2 48" CSP
SIT BAG P 10a�,6
(IP NEEDE 9e,
•�i��4Now- -a-
-
c\ CLASS 11 RIP RAP
/°
EE X -SECTIONS)
CLASS II RIP RAP I LF (SEE X-SECTIONS)SOIL NAIL WALL Cc
N Cc
(TO BE DESIGNED BY OTHERS)i°
0 N
pIOS
W m
EXISTING OW OF N. COOL SPRINGS ST.
S
q
PROJECT REFERENCE NO. I SHEET NO.
ROADWAY DESIGN I HYDRAULICS
ENGINEER ENGINEER
INCOMPLEIrE PLANS
NOT USE
DO FO CONSTRUCTION
Z I I
D
OD
W
Z G7
D
0
N
O
DATUM DESCRIPTION
THE COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
WETHERILL ENGINEERING FOR MONUMENT "GPS -1"
WITH NAD 1983/2011 STATE PLANE GRID COORDINATES OF
NORTHING: 474624.608(ft) EASTING: 2037176.665(ft)
GROUND DISTANCES IN FIELD WERE USED
VERTICAL DATUM USED IS NAVD 88
GPS -1 ELEVATION = 88.53'
30' 0' 30' 60'
GRAPHIC SCALE
PERMIT DRAWING
all
SCALE: 1" = 60'
SHEET 5 OF 7
BANK STABILIZATION
HERITAGE PLACE
325 COOL SPRING STREET
FAYETTEVILLE NC

N
z
0
90.0000
80.0000
70.0000
60.0000
50.0000
0.0000
90.0000
80.0000
70.0000
60.0000
50 0000
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0.0000 50.0000 100.0000
90°0000
PHASE R
80°0000 IM RVIO S BARRIER CLASS IlRIP R
NIL 65:1
70.0000
60.0000
50 0000
0.0000 50.0000
85.0000
80.0000
70.0000
60.0000
50 0000
150.0000
100.0000 150.0000
0.0000 50.0000
90.0000
80.0000
70.0000
60.0000
50 0000
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1223 Jones Franklin Rd.
0.0000 50.0000
90.0000
80.0000
70.0000
60.0000
50 0000
PHASE 00.0000150.0000
Em
° PHASE I
0.0000 50.0000 100.0000 146.4242
LEFT TO R GHT LOOKING DOWNSTREAM
U
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CREATED 7-9-2019
REVISED 9-23-2019
90.000l2
80.000l2
70.00OC
60.0000
50 000
RIP
TER
0.0000 50.0000 PHASE 1 100.0000
90.000
80.000
SOIL NAR EXISTING
70.000
60.000
50 000
U PHASE II
0.0000 50.0000
90.0000
IMPER AOUS 3ARRIE
80.0000 -'%'--�CLASS IIRIP RAP
70.0000
FILTER FABRIC
60.0000
50.0000
0.0000 50.0000
90.0000
80.0000
70.0000
60.0000
50 0000
TER FABRI
100.0000
ACCESS
11
R Bill RAP
I. :I
F IRIC
100.0000 142.5009
0.0000 50.0000 P10 000
150.0000
LEFT TO R GHT LOOKING DOWNSTREAM
CBANK STABILIZATION
CONSTRUCTION PHASING
HERITAGE PLACE
20' 0' 20' 40' 60' 325 COOL SPRING STREET
r� rim -----------
GRAPHIC SCALE �---------- FAYETTEVI LLE NC
SCALE: 1" = 40'
1223 Jones Franklin Rd.
PROJECT REFERENCE NO.
SHEET NO.
ETHERILL Raleigh, N.C. 27606
ENGINEERING License No. F-0377
Bus: 919 8518077
ROADWAY DESIGN
HYDRAULICS
Fax: [phone]
ENGINEER
ENGINEER
PERMIT
DRAW NG
SHEET
6
OF
TWlNSPORTATION PL4NNING/DESIGN -BRIDGE/STRUCTURE DESIGN
C -/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INC®MPLE
E PLANS
DO NOT USE FO
CONSTROCI'ION
PHASE 00.0000150.0000
Em
° PHASE I
0.0000 50.0000 100.0000 146.4242
LEFT TO R GHT LOOKING DOWNSTREAM
U
O
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CREATED 7-9-2019
REVISED 9-23-2019
90.000l2
80.000l2
70.00OC
60.0000
50 000
RIP
TER
0.0000 50.0000 PHASE 1 100.0000
90.000
80.000
SOIL NAR EXISTING
70.000
60.000
50 000
U PHASE II
0.0000 50.0000
90.0000
IMPER AOUS 3ARRIE
80.0000 -'%'--�CLASS IIRIP RAP
70.0000
FILTER FABRIC
60.0000
50.0000
0.0000 50.0000
90.0000
80.0000
70.0000
60.0000
50 0000
TER FABRI
100.0000
ACCESS
11
R Bill RAP
I. :I
F IRIC
100.0000 142.5009
0.0000 50.0000 P10 000
150.0000
LEFT TO R GHT LOOKING DOWNSTREAM
CBANK STABILIZATION
CONSTRUCTION PHASING
HERITAGE PLACE
20' 0' 20' 40' 60' 325 COOL SPRING STREET
r� rim -----------
GRAPHIC SCALE �---------- FAYETTEVI LLE NC
SCALE: 1" = 40'
° PHASE I
0.0000 50.0000 100.0000 146.4242
LEFT TO R GHT LOOKING DOWNSTREAM
U
O
U
CREATED 7-9-2019
REVISED 9-23-2019
90.000l2
80.000l2
70.00OC
60.0000
50 000
RIP
TER
0.0000 50.0000 PHASE 1 100.0000
90.000
80.000
SOIL NAR EXISTING
70.000
60.000
50 000
U PHASE II
0.0000 50.0000
90.0000
IMPER AOUS 3ARRIE
80.0000 -'%'--�CLASS IIRIP RAP
70.0000
FILTER FABRIC
60.0000
50.0000
0.0000 50.0000
90.0000
80.0000
70.0000
60.0000
50 0000
TER FABRI
100.0000
ACCESS
11
R Bill RAP
I. :I
F IRIC
100.0000 142.5009
0.0000 50.0000 P10 000
150.0000
LEFT TO R GHT LOOKING DOWNSTREAM
CBANK STABILIZATION
CONSTRUCTION PHASING
HERITAGE PLACE
20' 0' 20' 40' 60' 325 COOL SPRING STREET
r� rim -----------
GRAPHIC SCALE �---------- FAYETTEVI LLE NC
SCALE: 1" = 40'

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18"
18" MIN. CLASS I
24" MIN. CLASS II
A
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GEOTEXTILE
A
CHANNEL WITH CLASS I RIP RAP*
rrwrt
8 G
0 0
BED LEVEL G
-,8 x GEOTEXTILE
CHANNEL WITH CLASS I OR CLASS II RIP RAP
LENGTH OF DITCH
18" MIN. CLASS I_V_7 GEOTEXTILE —V_14'-0" CLASS II
24" MIN. CLASS 11-9-2'-0" CLASS I
LONGITUDINAL SECTION A—A, B—B OR C—C
GENERAL NOTES:
1. USE RIP -RAP IN CHANNEL BED WHERE
SHOWN ON PLANS.
2. IF BEDROCK IS ENCOUNTERED WITHIN THE LIMITS
OF THE TOEWALL, BEGIN TOEWALL ON THE BEDROCK
OR AS DIRECTED BY THE ENGINEER.
3. WHERE ONLY ONE SIDE REQUIRES RIP -RAP I OR
'II' LIST STATION AND SIDE OF SAME.
CLASS I
* rrwrr
rrXrr
0'-5' BED
LEVEL
6'- 10'
12 "
11'-20'
18"
*FOR "V" DITCH "W" IS 0'
CLASS II
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"X"
ALL
36"
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