20181273 Ver 1_Plans_2020_20201104

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Bug Headwaters Mitigation Site
Wilkes County, North Carolina
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Vicinity Map
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NCDENR
Division of Mitigation Services
ISSUED FOR FINAL REVIEW
BEFORE YOU DIG!
CALL 1-800-632-4949 N.C. ONE -CALL CENTER S E PT E M B E R 18 2020
IT'S THE LAW!
Sheet Index
Title Sheet
0.1
Project Overview
0.2
General Notes and Symbols
0.3
Stream Plan, Profile and, Typical Sections
1.01-1.45
BMP Overview
2.00
BMP Plans
2.01-2.04
Planting Tables
3.00
Planting Overview
3.01
Planting Plan
3.02-3.05
Erosion & Sediment Control Overview
4.00
Erosion & Sediment Control Plan
4.01-4.08
Fencing Plan Overview
5.00
Fencing Plan
5.01-5.07
Details
6.01-6.12
Project Directory
Engineering:
Wildlands Engineering, Inc
License No. F-0831
312 W. Millbrook Rd, Suite 225
Raleigh, NC 27609
Jeff Keaton, PE, Project Manager
Nicole Millns, PE, Project Engineer
919-851-9986
Surveying:
Kee Mapping and Surveying, PA
88 Central Avenue
Asheville, NC 28801
Phillip B. Kee, PLS
828-645-8275
Owner:
DEQ NCDMS
1652 Mail Service Center
Raleigh, NC 27699-1652
Attention: Matthew Reid
919-707-8976
NCDEQ Contract No. 7620
DMSID No. 100085
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A
DAVID LEE WOOD _ -
AND WIFE, AUSTIN FULL GOSPEL FELLOWSHIP
KATHY A. WOOD (LIFE ESTATE) D.B. 661, PG. 483
TERESA ANN WOOD NORMAN PIN: 4914-63-0248
D.B. 1083, PG. 276 s SYLVIA ARMES BOLES
DENNIS K. CANTER, JR
PIN:4914-53-2763 %^, D.B. 685, PG.882
. � a � � , V
D.B. 1276, PG. 325 °3° \ %R PIN:4914-63-9787
PIN:4914-53-4051
TIMOUTHY LEE BENGE I D.B. 975, PG. 29 / ° ° BEGIN UT2 REACH 1 Z/ R 0^ DAVID RAY ADAMS
HOWARD WILSON PIN: 4914-42-9942 / (ENHANCEMENT II) ^I� D.B. 735, PG. 71
STA.301+00 �� PIN:4914-62-8988
D.B. 914- 3- 81 M ROBERT L. MILLS
/ PIN:4914-43-3154 I GS FtOA� °/ N AND WIFE,
�? JAMES H. ADAMS \
K\N� g� R 1g35i / / AND JOANIE T. MILLS
/ END UT2 REACH 1 D.B. 775, PG. 70
�5 o% GRACE PIN
:4914-72-3708
(ENHANCEMENT II) D.B.440, PG. 386
BEGIN UT2 REACH 2 PIN:4914-62-8649
SURRY YADKIN EMC (ENHANCEMENT I)
/
/ I 40'WIDECORRIDOR �3o°ti STA.306+06 BEGIN UT2A
\ � �
N� (ENHANCEMENT II)
HORACE RANDLE WOOD STA.400+00 TRUSTEES OF
"' UT2A �, �E KNOBS BAPTIST CHURCH
/ D (EXHIBIT"L")06 a3a 3no ° 3 ° ouE-�z PIN:4914-72-2437
SURRYYADKIN EMC °�/O 3no �•' OUE i
/ PIN:4914-42-2297 40'WIDECORRIDOR / Lino ° w
3no 3no °w °3no o ouE < < 136 1.35% 3D ENDUT2A /
TOBY LEE SPEAKS 3n0 o ° gUE� C (p (ENHANCEMENT II) \ KNOBS BAPTIST CHURCH
/ now ouE 1 D.B. 339, PG. 29
UE
AND WIFE, I 3no3no �ouE� BEGIN UT2A HORACE RANDLE WOOD
TERESAM.�S�PEA�KnS� 3no onO ow �°uE �1' END UT2 REACH 2 (RESTORATION) D.B. 1156, PG. 106 �/ PIN:4914-72-3389
/ D•B• 77 ��r s a-° uE�°UE OUE \ J L'�' (ENHANCEMENT I) STA.402+10 (EXHIBIT "M")
/ PIN:4914-32=8�93 BEGIN UT26 , ' BEGIN UT2 REACH 3 PIN:4914-72-2214
HORACE RANDLE WOOD / 1 (RESTORATION)-
/ (ENHANCEMENT II) \
I D.6.1156,PG. 106 / STA.500+25 STA.307+30 COMMIE LYON,
\ ��
(EXHIBIT "D') END UT2A I _ RAYMOND HARRIS, AND
/ PIN:4914-51-6430/ C.
(RESTORATION) BEGIN UT1 BEGIN BIG BUGABOO CREEK J. ALBERT SPICER,
/ N W1 �OJ END UT2 REACH 3 STA. 406+55 (RESTORATION) REACH 1 (RESTORATION) THE TRUSTEES FOR
/ ENDUT2B C13 y(RESTORATION) STA.200+56 STA.101+01 KNOBBS BAPTIST CHURCH
BEGIN UT2 REACH 4 D.B. 630, PG. 753
I (ENHANCEMENT II) (ENHANCEMENT I) O PIN: 4914-72-4169
C
BRAD PHILLIPS STA.501+93 F y
AND WIFE, /1 END UT2 rp STA. 311+66 / J THOMAS SHORES
p2 HORACE RANDLE WOOD
KENNA S. PHILLIPS / �i i �JJ 1• y D.B. 1217, PG. 140
D.B. 1233, PG. 222 / REACH 4 (ENHANCEMENT I) / `� / `b1 Q3 D.B. 1156, PG. 106 PIN-4914-71-4985
PIN:4914-31-1692 BEGIN UT2 (EXHIBIT"E")
REACH 5 (RESTORATION) 1.OQ PIN: 4914-62-7075
/ I STA. 314+80
AND
ry�j i i�.•05 - UTS (NOT FOR CREDIT) - _
HILGAYS L. SWAIM - - - - - THOMAS RAY SHORES
AND HUSBAND, / O JERRYSWAIM END BIG BUGABOO CREEK D.B. 1235, PG. 219
�ti`
D.B. 523, PG. 660 � � I i REACH 1(RESTORATION) PIN: 4914-71-4584
N BEGIN BIG BUGABOO CREEK
PIN: 4914-31-0485 I _ _
Q� REACH 2 (ENHANCEMENT I)
STA.109+69
- J HILDA GAYE SWAIM I ! / = QS� END UT1 (RESTORATION)
O
DALE G. COTHREN / D.B. 688, PG. 637 C M , STA. 204+45
AND WIFE, PIN:4914-31-4177 '
KAREN E. COTHREN
D.B. 1202, PG. 107 w /
PIN:4914-11-9177/ HORACE RANDLE WOOD p Q END BIG BUGABOO CREEK
D.B. 1156, PG. 106 r REACH 2 (ENHANCEMENT I)
BEGIN UT3 (EXHIBIT "C") BEGIN BIG BUGABOO CREEK
(RESTORATION) I PIN: 4914-51-2940 r �fy } REACH 3 (RESTORATION)
- STA.600+00 r STA.119+99 1
DAVID R. COTHREN 1 F WOOD POND END UT2 / \
AND WIFE, �� I ! TO BE REMOVED �� REACH 5 (RESTORATION) \
AMY B. COTHREN / ,� STA. 322+71
D.B.1202,PG. log A / j } } �1
PIN: 4914-20-6822 1 / ��� r GRAND WIFE,
SWAIM POND \ rF GI // / U �O DONNAS. MESSER I
TO BE REMOVED 1 / / C7P / \ D.B. 914- 0- 41
•�O J \ PIN: 4914-60-8868 I JOHN D. SPICER
- r l� AND WIFE,
I - - - - - - - MARY C. SPICER
_ HORACE RANDLE WOOD
•� \ D.B. 1269, PG. 12
DAVID R. COTHREN - 1 + D.B. 1156, PG. 106 1
I / AND WIFE, - - - 'yh (EXHIBIT"D') \ PIN:4913-79-1286
1 AMY 2 4,PG.3PIN:4914-51-6430
COTHREN \UT6 (NOT FOR CREDIT) 1� / \ I
D.B. B.
PG.9 \1
PIN:4914-20-7641 \
DEBBIE C. WILHELM Q + I
D.B. 1202, PG. 108 Q
PIN:4914-20-4546
END BIG BUGABOO CREEK
a
REACH 3 (RESTORATION) /I
(j h m CLYDE COTHREN HEIRS BEGIN BIG BUGABOO CREEK I D.B. 276, PG.442 LARRY DALE GAMBILL i'i Imo, REACH 4 (ENHANCEMENT I) N
y PIN:4914-20-8247 D.B. 1078, PG. 389 ti STA.138+14 /
to STA.
END UT3 (RESTORATION)
ca STA.614+82
BEGIN UT4 ` `�� END UT4 (ENHANCEMENT II) RANDY SCOTT WOOD
(ENHANCEMENT II) V �<j STA. 701+30 LARRY DALE GAMBILL AND WIFE,
STA. 700+02 ti L - D.B. 1078, PG. 389 DEBBIE C. WOOD
O _ - - - PIN:4913-59-4175 D.B. 866, PG. 179
_ PIN:4913-59-9047 -
END BIG BUGABOO CREEK - -
REACH 4 (ENHANCEMENT I) 0' 200' 400' 600'
STA.142+08
(HORIZONTAL)
11

General Construction Notes
1. All erosion and sediment control practices shall comply with the North Carolina Erosion and Sediment Control Planning
and Design Manual.
2. Contractor will install pump -around systems to divert flow while working in live, flowing channels. Contractor shall
operate and maintain the pump -around system 24 hours a day until all disturbed areas are stabilized. The disturbed area
being pumped around must be stabilized with temporary seeding, mulch, and erosion control matting by the end of each
work day. Contractor shall not remove pump -around systems and advance to the next work area until the current work
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area is completed and stabilized.
3. No material from the off-line proposed stream channel excavation may be backfilled into the adjacent existing stream
P P Y 1 9
channel until the newly -constructed proposed stream section is completed, stabilized, and the stream flow has been
diverted into it, not even if that section of old/existing stream is being pumped.
4. A pump -around operation is required for all in -stream work, but is not required to be running if there is no flow.
Contractor shall disturb only as much channel bank as can be stabilized with temporary seeding, mulch, and erosion
control matting by the end of each work day.
5. Clearing and grubbing activities shall not extend more than 150 linear feet ahead of in -stream work.
6. When crossing an active section of new or old stream channel, a Timber Mat shall be installed according to the Details
and Specifications.
7. All graded areas with slopes steeper than 3:1 will be stabilized within seven (7) working days. All other areas will be
stabilized within 14 working days.
8. Locations for staging and stockpile areas and temporary stream crossings have been provided on the Plans. Additional
or alternative short-term stockpile areas and stream crossings may be used by the Contractor provided that all practices
comply with the North Carolina Erosion and Sediment Control Planning and Design Manual and that the areas are
approved by the Engineer prior to implementation. Short-term stockpile areas are those that will remain in place for a
short period of time so that disturbed areas can be stabilized within the timeframes stated in item #7 of General
Construction Notes. Additional stockpile areas other than short-term stockpiles, staging areas, and stream crossings not
shown on the plans will require approval of the Division of Energy, Mineral and Land Resources.
9. Vegetation on -site to be used as transplant material Ouncus, small trees, and sod mats) shall not be disturbed until the
Contractor is prepared to install transplants.
10. Various types of constructed riffles are specified on the plans. Contractor shall build the specific types of constructed
riffles at locations shown on the plans. Changes in constructed riffle type must be approved by the Engineer.
11. Fertilizer and soil amendments are discussed in the Permanent Seeding Specification. Lime and fertilizer may be applied
to assist with grass establishment in some disturbed areas. The limits of applications will be determined by the Engineer
in the field.
12. Existing fence located inside the conservation easement shall be removed during construction.
13. Contractor is to make every effort to avoid damaging or removing existing trees.
14. Materials harvested on -site for construction of structures must be obtained within the conservation easement and
approved by the Engineer.
15. Under no circumstances will the Contractor exceed the Limits of Disturbance as shown on the plans.
16. The construction site will be accessed from the construction entrance located off Austin Traphill Road southeast of the
intersection with King Billings Road (SR 1935) as shown on the plans.
Initial Site Preparation
1. Contact the North Carolina "One Call" Center (1.800.632.4949) before any excavation.
2. Mobilize equipment and materials to the site.
3. Identify and establish construction entrances, staging and stockpile areas, haul roads, silt fence, tree protection fencing,
safety fencing, and temporary stream crossings as indicated on the plans for work areas.
Existing Features
EXISTING SPRING
0 UTILITY POLE
•
---TI3
- -100--
X
X
OHE OHE
OUE OUE
EXISTING GUY WIRE
EXISTING WELL
EXISTING TOP OF BANK
EXISTING THALW EG
EXISTING FENCE
EXISTING STORM PIPE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING PROPERTY LINE
OVERHEAD ELECTRIC
OVERHEAD UTILITY EASEMENT
EXISTING BEDROCK
EXISTING FARM PATH
EXISTING WETLAND
EXISTING POND
III III EXISTING DEBRIS AREA
EXISTING DECIDUOUS TREE
100+00
-CE CE-
CE-IX CE-IX
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4. All haul roads shall be monitored for sediment loss daily. In the event of sediment loss, silt fence or other acceptable
sediment and erosion control practices shall be installed. Silt fence outlets shall be located at points of low elevation or a
minimum spacing of 150 ft.
5. Set up temporary facilities, locate equipment within the staging area, and stockpile materials needed for the initial stages
of construction within the stockpile areas. Install and maintain an on -site rain gauge and log book to record rainfall
amounts and dates. Maintain an approved copy of the ESC Plan with placard and approval letter and a copy of the
NPDES permit with a minimum of 30 days of self -inspection reports on site until project closure b NCDEQ.
P Y P P P 1 Y
6. The Contractor shall conduct self -inspections of the erosion and sedimentation control measures and complete the
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combined self -inspection form found on the DEMLR website (DEMLR-CSW-Monitoring-Form-Rev-April-1-2019.pdf) as
required by NCDEQ permit. Rainfall records, completed self -inspection forms, and permits should be maintained on site.
7. Monitor site for sediment loss and inspect all erosion control features after each rain event. Maintain erosion control
features according to the North Carolina Erosion and Sediment Control Manual.
Pond Dewaterinq
1. Dewatering of the Swaim and Wood Ponds to be initiated by October 15, 2020 by excavating a notch in the dam
embankment.
2. Notch may be lowered periodically to drain pond area. A pump shall be used according to the pump around detail to
draw down remaining water in pond area.
3. Allow pond bed to dry before placing fill. Remove unsuitable soils and replace with select fill as directed by Engineer
4. Construct new channel in compacted fill material within stream corridor. Any remaining fill dirt may be spread along
floodplain edges to rebuild natural valley shape.
Construction Sequence
1. This project may be constructed in phases according to construction entrances and regions of the site. Contractor shall
not start construction on one phase and move to another phase before stabilizing the first, unless a crew is continuing to
work on the initial phase.
2. Construction sequencing shall be determined by the Contractor and the Contractor shall provide a schedule to the
Engineer prior to commencement.
3. Install temporary livestock fencing, as necessary, to secure the project area prior to construction. Conservation
easement fencing may be installed prior to construction to reduce or eliminate the need for temporary fencing.
4. Perform any necessary clearing and grubbing in phases as work progresses. Stream bank vegetation and floodplain
vegetation immediately adjacent to live channels shall be left undisturbed as long as possible. Remove all non-native
and invasive vegetation prior to beginning channel construction. Take care with vegetation marked for transplant from
the old channel to the new channel. Do not disturb transplant vegetation until time of transplant.
5. Construction of all channels is to be done in the dry. Construction should generally progress from upstream to
downstream to prevent sediment runoff from upstream construction affecting completed downstream reaches. Use a
pump -around system as shown on the plans and discussed in the General Notes.
6. Where feasible, multiple off-line sections may be constructed concurrently. Off-line sections shall be tied on-line
sequentially from downstream to upstream.
7. As work progresses, remove and stockpile the top three (3) inches of soil from the active grading area. Stockpiled
topsoil shall be kept separate for on -site replacement prior to floodplain seeding.
8. Construct the proposed stream channel to the grade specified in the cross sections and profiles. Transfer coarse
material from abandoned channel riffles to new channel riffles utilizing a pump -around system when doing so.
9. Install permanent stream crossings according to the details and specifications.
10. Sod mats can be used in lieu of coir fiber matting, where available, to stabilize all stream banks on site as the preferred
stabilization method. Coir fiber matting may be used where sod mats are not available or if coir fiber matting is preferred
at the discretion of the Engineer. Material used for sod mats must be approved by the Engineer.
11. Install in -stream structures (constructed riffles, log sills, cover logs, log vanes, and boulder sills) and bank revetments
such as brush toe and sod mats after channel grading is completed according to the details and specifications.
12. Pond BMPs located above UT1 and Big Bugaboo Creek to be installed per the elevations defined in the plans. Outlet
swale material is defined in the plans and shall be installed and stabilized as specified. Stormwater Step Pool
Conveyance BMP's located above UT2 and UT2A to be installed per the elevations and in -stream structures as shown in
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the plans.
13. Seed (with specified temporary and permanent seed mix) and straw mulch areas where coir fiber matting is to be
installed.
14. Grade the adjacent floodplain areas according to the plans.
15. Backfill abandoned channel sections with stockpiled soil according to the grades shown on the plans. Non-native and
invasive vegetation (e.g. Chinese privet and multiflora rose) shall be removed from the existing channel prior to
backfilling.
16. Prepare the floodplain for seeding by applying stockpiled topsoil to the floodplain between bankfull elevation and the
grading limits, ripping, and raking/smoothing. All haul roads and other areas of compacted soil must be thoroughly ripped
or disked. Seed with specified temporary and permanent seed mix and mulch. Any areas within the conservation
easement that have not been graded shall be treated according to the planting plan.
17. If at any time circumstances should arise where water has been turned into newly -constructed channel and additional
work must be done on the floodplain, erosion control devices will be installed to protect the newly -constructed channel
from sedimentation.
18. Once all phases of channel and floodplain construction are complete, any remaining fence lines shall be staked
according to fencing plan. Install fence outside of the conservation easement according to the fencing plan, details, and
specifications.
19. Prepare the floodplain areas for planting per the specifications.
20. Install bare root plants on the floodplain and live stakes and herbaceous plugs along the stream banks according to the
planting plan, details, and specifications.
Construction Demobilization
1. Remove temporary stream crossings, stockpile areas, and erosion and sediment control devices. Note: Permanent
vegetation must be established before measures can be removed.
2. The Contractor shall ensure that the site is free of trash and leftover materials prior to demobilization of equipment from
the site.
3. Complete the removal of any additional stockpiled material from the site.
4. Demobilize grading equipment from the site.
5. All rock and other stockpiled materials must be removed from the limits of disturbance and conservation easement
unless otherwise directed by the Engineer.
6. All areas, including but not limited to pasture areas, roads, and entrances outside the conservation easement shall be
returned to pre -project conditions or better.
7. Seed, mulch, and stabilize staging areas, stockpile areas, haul roads, and construction entrances. Pasture seed mix is to
be applied to areas of disturbance outside of the conservation easement and where shown on the planting plan.
Proposed Features Erosion Control Features
PROPOSED THALWEG
PROPOSED BANKFULL PROPOSED ANGLED LOG RIFFLE-LOD-LOD- LIMITS OF DISTURBANCE
PROPOSED MAJOR CONTOUR -SAF-SAF- SAFETY FENCE
PROPOSED MINOR CONTOUR-[Xj[Xj- SILT FENCE
PROPOSED CONSERVATION EASEMENT PROPOSED CHUNKY RIFFLE ® SILT FENCE OUTLET
PROPOSED CONSERVATION
EASEMENT INTERNAL CROSSING PUMPAROUND
LOG VANE PROPOSED LOG -ROCK CASCADE RIFFLE
LOG SILL PROPOSED NATIVE MATERIAL RIFFLE TEMPORARY CROSSING
ROCK SILL
COVER LOG PROPOSED WOODY RIFFLE
ROCK STEP POOLS PROPOSED STREAM BANK GRADING STAGING/STOCKPILE AREA
PROPOSED ROCK OUTLET
PROPOSED CULVERT
PROPOSED CONSTRUCTION ACCESS
CASCADE
PROPOSED BRUSH TOE
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PROPOSED FARM PATH 0,{ PROPOSED HAUL ROAD
PROPOSED TRANSPLANTED SOD MAT
PROPOSED VEGETATED SOIL LIFT
PROPOSED BOULDER TOE
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BANKFULL WIDTH = 9.0'
TOP OF BANK
3.0' 3.0' 3.0'
TIE TO EXISTING • • • •- • • • •- - 4 ....- • • • •- -
GRADE Dmax = 1.0' PROPOSED
PROPOSED 31 31 GRADE BANKFULL
4.5'
112+50
113+00
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TOP OF BANK 3.0' 6.0' 3.0'
TIE TO EXISTING • • • ._ .. } ._ ..._ ...._ ....T ...._ ..... ..... ....- . .
GRADE 1 5' PROPOSED
PROPOSED Z: Dmax =1.5' TO 2.3' 1
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GRADE
BIG BUGABOO CREEK - REACH 2 BIG BUGABOO CREEK - REACH 2
TYPICAL SECTION: RIFFLE TYPICAL SECTION: POOL
STA:109+69 TO 119+99 STA:109+69 TO 119+99
_____
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0' 10' 20' 30'
)HORIZONTAL)

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121+80
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BANKFULL WIDTH = 10.4'
3.6' 3.2' 3.6'
TOP OF BANK
TIE TO EXISTING - • • • •_ ......
... ...._ . �.._ .... ...._ ...._ ... .
GRADE Dmax =1.2' PROPOSED
PROPOSED 3I 3'1 BANKFULL
GRADE
5.2'
122+50
TOP OF BANK -
TIE TO EXISTING
GRADE
PROPOSED
GRADE
123+00
BANKFULL WIDTH = 14.0'
7.2' 2.0' .. 4.8
...._.... _. ..._.... _.... _............._. _. ..
3.1 Dmax = 2.4' 21
1
123+50
TOP OF BANK -
TIE TO EXISTING
GRADE
PROPOSED
BANKFULL
PROPOSED
GRADE
1395
1390
1385
1381
123+90
- BANKFULL WIDTH = 14.0'
10.5' 2.0' 1.5'
...... ..... ..... ..... ..... .... ...
Dmax = 3.0'
BIG BUGABOO CREEK - REACH 3 BIG BUGABOO CREEK - REACH 3 8 5
TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL II�� ��II, BIG BUGABOO CREEK - REACH 3
TYPICAL SECTION: POOL WITH REVETMENT
STA:119+99 TO 138+14 STA:119+99 TO 138+14 STA:119+99 TO 138+14
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44lr r r r r r r• r'� r r r �r r rrr r rvr r r r �.����
G � r r r r r r j�-r'� r r •�• •r--` ' r rir-r r r� r r r •,�; � e r r � T✓ � +�
' v r r r r r ;r r ��� ,� ,.=-, r r r r ?< r r r I �' •c:' - �� � fV�
;rrrrrrrrrrr��rrvrrrr
uj
r r r r r r r r r r r r rrr r r r r J
r---- r r r r r r�Z—
�3��� U
,WOOD POND r r r r r r r r T r r �Q—
r�����rrrrr�.rrrrrrrrr��rrrrrrrrrrrrrr��,�rxr
2.5'
PROPOSED
BANKFULL
0' 2' 4' 6'
(VERTICAL)
0' 10, 20' 30'
)HORIZONTAL)
Q
z�
�
o4
F-I
N
N
JI

1390
1385
1380
1377
Q �
z0 ng�o
Uy
�lz gz�z
1390 Ql 0 � 11 v
I-y Z.
~ N
�5
1385 O\ �0 04 �OCl
1380
1377
123+90 124+00 124+50 125+00 125+50 126+00
BANKFULL WIDTH = 10.4' BANKFULL WIDTH = 14.0' BANKFULL WIDTH = 14.0'
N
3.6' 3.2' 3.6' 7.2' 2.0' 4.8' TOP OF BANK 10.5' 2.0' 1.5'
TOP OF BANK TOP OF BANK TIE TO EXISTING
TIE TO EXISTING ...._ ..... .... ...._ . _ ...._ .... TIE TO EXISTING ..... ..... ..... ..... ..... ..... .............._ ..... ...._ . .. GRADE ....
...._ ...._ ...._ ...._ ...._ ...._ .
.....
.... .......... +� =O P-
GRADE Dmax=1.2' PROPBAN GRADE -PROPPROPOSED BANKFULL BANKFULL 3 O
PROPOSED 3I 31 U Cf
GRADE GRADE 3: Dmax=2.4' 1 PROPOSED Z O m
5 2' 1 Z GRADE 3.s Dmax = 3.0' `
1 p '2 ri
BIG BUGABOO CREEK - REACH 3 BIG BUGABOO CREEK - REACH 3 BIG BUGABOO CREEK - REACH 3
TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL 5•$ TYPICAL SECTION: POOL WITH REVETMENT bfJ
bA
STA:119+99 TO 138+14 STA:119+99 TO 138+14 STA:119+99 TO 138+14 25 � U
--_
----'
r r;�� r r r- CE'� Or--.-1__� r �
r
�0
Al
BIG BUGABOO CREEK
�M� r fi rr r r r r r r r r r r y,4 - r r r r r ��
�`.. `..
5N� r am, r r r r r r r r r r r ,� ;� ti � •.r ,� r r r�� J
b � r r rrrrrrrrr rri� r 1101— -
mS % •' �� r r r r ,�• r y'L� �- '� ,� r r G
i t �•c. r r r r r� ' r �' � - �, r,� r
s �\\ ;. � /r r '� .,.T+_.--• r r r r � r r r�� r r r% �. r r r1
� � � � ••Op� � � • r r r r � r r r � r ri r r�r
x •.•' r r,-� r• � � �r r r ,'�' r r r � e r r
i
0 2 4 6 �
(VERTICAL)
� WOOD POND
r r r r r r r r rrr r
rrr�r
0' 10' 20' 30'
x z
(HORIZONTAL)
++
�^
ri
oo
LD n
o
+
Ol
O+l
Ol
EXISTING
GROUND
Q
v~i
II
w
e-I
II
II
+
v
�
v
�
II
II
II
II
+
ui
a
co
PROPOSED BANKFULL
N
•m-I
W
-
-
_.
----- _
_...
..... .....
_.... _.
PROPOSED
GRADE
a
N•..I
.m-I
F
N
M
V
u
w
+
CO
00
+
N
a
V~f
w
II
II
N
M
c-I
Vf W
II
,
F
V1
�
W

0
m
O
+
v
~
m
OR
m
+
NO
N
O
N
O
V O
y +
N
O
N
W
NO
II
N
N
w
II
i
II O
•"I
c-I
+zr
II
F
N
N
Ill
V
IO
O
1430
v
N
w
v~
wa
J
N
II
o
M
v
v
a—ti
tO
1430
\
v
m
ci
y �
v
n
EXISTING
GROUND
w
Q
w
o
N o
w
F
Vf
N
J II
II o
, N
m
II O
y
`..I
n
M
li
H
J
w
II
Q
ao
W N
O
4.1Y
—=
V
W ~
W F
N]
NO
M C�
..-I
N
m
tD
4.Og6
_.
_
\
II
p
V
W F
Vl
J
W
II
F
v
,
w
N
II II
O
N
N
a
IN
c-I N W
V W
N�
W
av
N II a s
-4.1 "6
—
—
N
-3.4%_—
\\
^w
Nw a
+ N
ca
3'
—'
N w
II >
1425
r
1425
74
PROPOSED
GRADE
_3.8% '
00
4
o
N
v
m
v
�
7 1
n-7,
�
_
II
i
CDN
N
a
O
C
.'3.59a
a
F
u
'
u
+,1
vl
EXISTING GROUND
—
—--
W
Q
r
p
N
a
N
N
'i
V
N
—
V
W
+
M e
p
— —
1420 -
w
F
W
V
M
V
TT-2
v
1420
¢
'0
.H
m
t~/f
W
W
F
II
w
W
W
m
ON
N
e-I
co n
rv+j tV
O
7
W
N
.+I
p
Vpl
N
p
N
4
N
II
II
W
O a
ll �
II
V
�
N
Q
e�-I
ea
Q
-I
II
V~i
N w
w
w
II
W
1417
1417
202+50 203+00 203+50
BANKFULL WIDTH = 4.2'
TOP OF BANK 1.5' 1.II2' 1.5'
TIE TO EXISTING _ ...._ . .._ . I.._ .. ._ ...._ ... .
GRADE Dmax = 0.5'
PROPOSED 3'1 3'•1 PROPOSED
GRADE BANKFULL
UT1
TYPICAL SECTION: RIFFLE
STA:200+56 TO 204+45
204+00
TOP OF BANK —
TIE TO EXISTING
GRADE
PROPOSED
GRADE
UT1
TYPICAL SECTION: POOL
STA:200+56 TO 204+45
4,,
---------------
r*4 f , /t, 'UTI
----------------
---------------
UJ
z-
I -------- \g� -- l
�Y 1
O I FILL IN EXISTING
204+45
BANKFULL WIDTH =5.5'
— 1.6' 2.3' 1.6'
_ ...._ .... ...._ .... .....
.....
... .....
....
...
-'1 0. ' Dmax=0.8'TO1.1' BULL
1.11'
I~ 2.75'
CHANNEL+
G I — _ / _ 204+ 1
_ _
425 -
'203+00 -& ----- TB
` - 1428-
1430- v V
END UT1 v .
(RESTORATION) 'T
`1Q 1p
\ \ END BIG BUGABOO CREEK
STA. 204+45
REACH 1(RESTORATION) l
4 \, �^ \�' `__.\ e'\" �"_ BEGIN BIG BUGABOO CREEK
REACH 2 (ENHANCEMENT 1)
��� — =91_' STA.109+69
z
\ O 0' 2' 4' 6' N
\ , (VERTICAL)
\ P
0' 10' 20' 30'
\'•
(HORIZONTAL)

1460
1460
1455
TEXISTING G i ROUND
1450
1445
1440
1455
1450
1445
1440
302+30 302+50 303+00 303+50 304+00 304+40
--- 1-7777- -------- --------------------
CE - CE - C��_ -- �CLE_CE-7777-Cf__ E
C -_CE CE - CE�� CE CEt-E-
_CE -CE- Z-CE-CE
-La CE
---------- ------------ CE CE 777777-CE- E
-----------------------
------------
---------------------- ------------------------- ------------------
---------------------- --------
----------------------------------------------- ---------------------------
--------- 1460 -------- ----------- ------------ Z,
--- --- ------------------- --------------- �zUT2 145
--------------------------- -------------------------------
--------------------- ------------------------ --------------------------
-------------- -------- ---------------------- 1455 ----- ---------
---------------------- - - - - - ------------------------------------------------------ ------------------------
-------------- --------------- -------------------------- ------------
---------------------- ----------------------------------------------- ---------------- - - - - - - - - -
-- -----------30
-- -------
5 ------- ----------------------- -1450- - - - - - - - - - -- ----------------
--- --- --------- ------- ------ --------------
------ -----
7�
- ----------
. ... ..... .....
- -----------lass---------- ----------- ----------- ---- ------------------------------------------- 0
------------
--. ___: +
cr) - ------------------------------ ------ ------------------------------- - V,
w+ - - -wn __l' , 1, 1 1 --- - ---- - -----1450'---_--------------------- --------------- -- __Ao-
0 Aj r ---------- ---------------- -- ------------- --- - ---- ---------------
------- -- - ------- - ----- ------------------------------------ --------
----------------------- -- ------------------ - -------------------------------- ----- ------------------------------------ ---------------------
---- ---- - ---- ---- -------- ---------------- ----------- ---------------------------------------------------- ------------- :_14SO ---------------------
---- ----- GRADE ERODED BANKS TO MATCH ----------- ------ ------ ---- ---
------- ----- ----------- -------- ----- ---- ILU
-ADJACENT STABLE BANK GRADES ----------------- --------
------ -- - ------ - ---- ------ ------------ --------------------------------------------------- ----- -
qLU ----- 1460 - ----- -1
1460 -------
- -- ------------- ------- ----------- -- -------------- ----------------------- --------------------
- ---- ---- - ---- ---- ---- ---- - ---- --------- ----------- ---- ---------- ------ u
u----- -------------------- --- _____1460 ------- ---------------- - --------- -------------- ------------------------------
---------------- ---------- ------ - ------- ---------- ------------- ------------ <
LL:LL:-4j���j ------- ------------ --------------- --------- -------------------------------------- I'll
-4,3 - ------------------ _93- 3D-n ==7- -------- ------
---------- ------------- -7-3D ---------- ------
- ------ 3D 3:) i-,- - - 1: -------
--- ----- �30_ - -----------------------
----- ---- ---- ---- ------------------------
------------------- --------------------------------- -------------- ------------- 460 3 - D - 3D - 3D - 3:) - 3D - 3J' ------
-------------------------------- ------------- -------------- -------------------- I -------------- ---------------------------------
--------------- ------------------------------------ - ------------------- --------
2' 3'
ol 10, (VERTICAL) 20' 30'
(HORIZONTAL)
Z L"
&
z
6
Z.
44
A
w

1445
1440
1435
1431
Q �
z�
1445 '0
�lz gz�z
z
I-y Z. Fx E_
3
1440
�S
0\�0
1435
1431 �
304+40 304+50 305+00 305+50 306+00 306+50
BANKFULL WIDTH = 5.3' BANKFULL WIDTH = 6.7'
W
TOP OF BANK 1.8' 1.7 1.8' TOP OF BANK 1.8' 3.1' 1.8' U w
TIE TO EXISTING TIE TO EXISTING S-
GRADE ...._ ...._ .... ...._ . .. ...._ ...._ ... GRADE ..._ . ... .. _ . 0
... ..
Dmax = 0.6'
31 31 �Z 0.9' Dmax-0.9'to1.3' Q
PROPOSED PROPOSED
PROPOSED BANKFULL PROPOSED ti•1 BANKFULL m
GRADE 2.65' GRADE (�
UT2 - REACH 2 UT2 - REACH 2
TYPICAL SECTION: RIFFLE TYPICAL SECTION: POOL 1:5'
STA: 306+06 TO 307+30 STA: 306+06 TO 307+30 I� 3.35' bIJ
�CE�CE E
CE � —CE—�- E—�E
CE ��E _— CE � GE G�� cn
"
E�GETGE ,� "
ol
O�
M
_ ---
_ � � � � % SURRY YADKIN EMG''
---- "
-- - 40' WIDE CORRIDOR
' UT2 -- - --- - --- " - ;
I o- - _ —
Lu
---
z� _ INTER - _ "" "_ ---- _ INTERNAL
J __ __1445_____ _
i
r- -
;; - ----- - STA. 306+35
UT2 REACH 2
ENHANCEMENT
&Y
U- ---------
I - -
- -- -
I---1 ------ — _
1 4q = ---------------- _ _ --- --
_.. ..
- — __ _
+� - -
3 t------------- _
6
• ' a
X �� �� max\
----
------ 1445- _
— -- = " s ,
-
a°n --- -- ---- - ��- - —__ -'9, -
-_-
—}l
aDUT2 -
u - ---- ----------------
REACH 1 (ENHANCEMENT I)--- - -----
---- --
REACH 2 (ENHANCEMENT 1) 1 N Z z
---------------------------------
- STA.306+06 ., - -- - w
;
m -- --
" 1450--
---i- _ _------------------ " GRADE ERODED BANKS TO MATCH
g
---'- --- ADJACENT ju
- ADJACENT STABLE BANK GRADES .-_________- 445--______,,- �,_,\ Q
- 0' 1' 2' 3' �
` AL f a1C I VE �
14Sp.\ � 0' 10' 20' 30'
1455 - - _ (ORIZON )
________________________________ ---_________________
H TAL
_-----
- -
PROPOSED BANKFULL
-
----
0
m
00
N O
N
M
O
M 0
M
_ --
+
o
EXISTING
GROUND
¢
u
°
—
N W
PROPOSED
GRADE
v
N
w
m
c
o
"
m
M
II
w
u
r
n
w
v
w

A
1420
1415
1410
1405
1403
--------------------------
\� EXISTING GROUND
— — — — — —
312+70 313+00
,
/ GRADE ERODED BANKS TO MATCH
' ADJACENT STABLE BANK GRADES
313+50
-------------
314+00
1420
1415
1410
1405
1403
314+50 314+70
It
It
GRADE ERODED BANKSTO MATCH It
ADJACENT STABLE BANK GRADESIt
/
^O
------------ M,
` - _
------------
�... Q x�---- -'
_
_
-------� -- •
UT2 REACH 4 -,
(ENHANCEMENT I)
_ ___----
STA.4+39
NDIUT2B %.
(ENHANCEMENT II)
STA.501+93
yy,
Z /('11"
0' 1' 2' 3'
(VERTICAL)
0' 10' 20' 30'
FIIIIIIIIIIIIIIIIII
)HORIZONTAL)

q
1415
1410
1405
1400
1399
314+70 315+00
BANKFULL WIDTH = 8.4'
TOP OF BANK 3' 2.4' 3'
TIE TO EXISTING
GRADE ...._ .... ...._ ...._ .... ...._ ... .
PROPOSED 3.1 Dmax = V 31 PROPOSED
GRADE BANKFULL
4.2'
UT2-REACH 5
TYPICAL SECTION: RIFFLE
STA:314+80 TO 322+71
a
o
a
oOl
I',
N ai
au+,
m_
+ of
w
m ry
of
In ry
, ai
PROPOSED
BANKFULL
n In ry u,
m
+ n n
00 N
V N
V
Nw
u
u
m
mti
o
a0
+
�o
n
vo
n
01
Ino
n
v~iw
w
w
¢
w
¢
w
II
II
,1OHo
m .�-I
m
ti
o
o
rv�
+ 1l
��
a+0
I,
V~f
w
V~i
w
¢
II
w
¢
II
w
II
II
II
II
m
7
~
m
V
~
10 11
to
C,
V~j
V~1
F
W
¢
II
II
m ti
m
W
N
J
Q II
Vf J
Q
II
J
1
w
V¢~f
w
VI
.....
_
_
-
\
-1.9%
-
.. _...
..
.....
- - -
- -
-1.4%
_....
.. .....
..... ...........
_
EXISTING
GROUND
PROPOSED
GRADE
--
-
- - - -
- - -
-----
----
--
-
'
m
\�/
+o0
a
u+i
ti
m II
�
+
c
ti
m
a
m
v~i w
o o
a
N
o
M>
m
ID
a
cl
N
w
n
+
w
m
t~it
II
F
In
�
w
315+50 316+00
BANKFULL WIDTH = 11.5'
TOP OF BANK 6' 1.5' 4'
TIE TO EXISTING ...._ ..... ..... ..... .....
GRADE }
I PROPOSED
PROPOSED�Emax=l�.S' BANKFULL
GRADE 31 1:.N
UT2-REACH 5
TYPICAL SECTION: POOL 4.75'
STA:314+80 TO 322+71
�X /
,
P�/------1415-, ,•'
-------
�� / FILL IN EXISTING -'
-
-.- --
% - __ CHANNEL %
� �---'-_------------------ ---_ _--- ------ UT2
----_= .%�
1413
81__-------------------------------
Q/ -- --- -- __ -- 81 ----- 1
_ -
---- ---- ---- - - ----- — - -
91
•• 315+00 0 o fl
- END UT2 �' T9__
n _ -I REACH 4 (ENHANCEMENT I)
1' t
� ---- - BEGIN UT2 � - ----
/ REACH 5 (RESTORATION)
" f---- 1415------------------- STA. 314+80 -----
/a7-30-3J
�O
�0
0 p , p
r
r 0-me
----_
----- Igls-------
3J�3J�3J�3J-30�3J��3 3J�3J�3J-
30 — 3:)
�J-3J
316+50
TOP OF BANK
TIE TO EXISTING
GRADE PROPOSED
GRADE
1415
Q �
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6
aw 8z�z
Z
F-I Z.
I••I 3
1410
�5
a0\�0
1405
1400
1399
317+00
BANKFULL WIDTH = 11.5'
8.75' ft 1.5' 25'
...._ ..... ..... ..... ..... ..... ..... ....1.... .
On ax�= 2.5'
3.S.1 0.
UT2 - REACH 5
TYPICAL SECTION: POOL WITH REVETMENT
STA:314+80 TO 322+71
I II
----------------------
I"
4
I
mom-m—p-me
4 0 -
4
4 -- +
4 - -
4
A 4 -II A-
4---^
4 4
-
4 1409 - 4
4
,tM
1
Iu
--------------------
Q
12
— 3J 3J.
I
3J 3J —3J 3D I an -
2'
N
PROPOSED
BANKFULL
0' 1'
2'
3'
(VERTICAL)
0' 10'
20'
30'
)HORIZONTAL)

A
1465
1460
1455
1450
1447
400+00
N
/
/
CE/— CE
\ EXISTING GROUND
400+50
C,1Rb�•� CE CE
E
CE
CE CE
U I T
I
I '
w _ /
w PROPOSED SPSC. SEE
u SHEET 2.04 FOR DESIGN.
A.I.
u 399+,0 1 6
U�
y
u _ BEGIN UT2A
I
I
(ENHANCEMENT II)
I
STA.400+00
u I y
I 1
3JII
I
3J-
I
I
I
I
I
I
�TFjO
3J
i
/
/
/
/
/
/
/
1465
1460
1455
1450
1447
401+00
401+50
402+00
�4-- -�
I
�
I
G
k
0
INTERNAL CROSSING
`
UT2A (ENHANCEMENT II)
STA. 401+94
-ee
,
�w � �, � ,m,- ,w ,w 'v!•- ,m,- �� � `.\ � � ,�I� Sc-`� ,I� ,-, ,m,- � � �/.wr• �' • �„u_.��,�,-�nie • •,I�-_-'y ___ ,�
---- ----- __ -
- f�
�— --
M° -------- — - I4SS
- I ---
-�e ___a1c- ai4'� >Va yYa vIc •a4• �La �• —�—.1 -� ay,.5 i�— We��Wa.' - - M
____________
i - -
,, 401+00--' > - -- ��-cT
7 ''
--- - -----
--- -__-y-------INTERNALCROSSINGar
o-----UT2A (ENHANCEMENT II) -------- STA. 401+19-
- - - ,�z-
--------------- ________ 2A----��Uf ou
- /
_
30
_
_
— / �'
dJ
3 3a
14�5 J - -----------------
---------- �a7) / ------
Q x
Z0 aig,`Ooo
�alw 8z�z
z
I-y z
a)
0
r~
�I
gni
a
o� 3d
N
0' 2' 4' 6' �1
(VERTICAL)
0' 10, 20' 30' `
)HORIZONTAL)

1390 -
1385 -
1380 -
1375
602+10 602+50
BANKFULL WIDTH = 9.5'
TOP OF BANK 3.3' 2.9' 3.3'
TIE TO EXISTING
GRADE ...._ ...._ .. ._ ...._ ..._ .... .... ..
Dmax =1.1' PROPOSED
PROPOSED 3:I 31
GRADE BANKFULL
4.75'
UT3
TYPICAL SECTION: RIFFLE
STA:600+00 TO 614+82
cq
o
tO
r
v
rn
v
u
+
+
00
STA = 602+10
aMo
0
0
ELEV = 1384.80
v~i
w
II
II
W
II
II
11J
M
M)
I^n
M
mo
M
m
^
oMo
rn
M
In
?
N
H
u
F
Vf
W
W
Q
r
w
ID
II
II
>
0 t
II
II
>
m
O ..-I
EXISTING GROUND
_
1.9%
T
PROPOSED
BANKFULL
2 4%
3.0%
PROPOSED
GRADE
N
N
01
M
M 01
N M
�m
�m
Q
II
Q II
^
+
r
^
+
+
t~if
w
t~if w
a
m
0 m
'
o
a
o
II
Q
II
II II
Q
+
MO
M
+
MO
0
M
N
co
+
N al
co
+
IN,a
a
m—
m
ti
ti
In
w of
w
603+00
TOP OF BANK
TIE TO EXISTING
GRADE
PROPOSE
GRADE
603+50
BANKFULL WIDTH = 13.0'
6.6' 2.0' 4.4' —
...._ ..... ..... ..... .... ..1.._ .... ..... .... .
D 3:1 Dmax = 2.2' 1,1
1
UT3
TYPICAL SECTION: POOL
STA:600+00 TO 614+82
5.4'
604+00
1390
z z��o
zIt
8z�z
z
Ql� �v
d)aw
F-I Z. E+ .]
N
1385
- 1380
1375
604+20
BANKFULL WIDTH =13.0' -
9.45'
TOP OF BANK
TIE TO EXISTING ••••—••••—••••—••••—••••—••••—••••—••
GRADE
PROPOSED PROPOSED
BANKFULL GRADE
3•S:1
UT3
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(HORIZONTAL)

Zone 1- Streambank Planting - Big Bugaboo Creek Reach
3 and Reach 4, UT2 Reach 4, UT3
(See Detail 2, Sheet 6.09
Zone 2 - Streambank Planting - Big Bugaboo Creek Reach
1 and Reach 2, UT1, UT2 Reach 1 and Reach 24, UT213 /
(See Detail 3, Sheet 6.09) /
Zone 3 -Buffer Planting one
(See Detail 1, Sheet 6.09)
Zone 4 - Wetland Planting Zone
- (See Detail 1, Sheet 6.09)
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Note: Non -hatched areas within easement are currently vegetated
and will be planted as needed to achieve target density.
Buffer planting will occur within the Limits of Disturbance
/
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B`G gUGAgOo CREEK
\ x
WETLAND AREAS NOT IMPACTED BY / x
GRADING OR CONSTRUCTION ACTIVITIES
WILL NOT REQUIRE SEEDING AFTER / x
CONSTRUCTION. THIS AREA EXCLUDED FROM
PERMANENT WETLAND SEEDING TABLE. /x
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> WETLAND AREAS NOT IMPACTED BY
GRADING OR CONSTRUCTION ACTIVITIES /
WILL NOT REQUIRE SEEDING AFTER �O
CONSTRUCTION. THIS AREA EXCLUDED FROM
PERMANENT WETLAND SEEDING TABLE.
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0' 50, 100, 150'
(HORIZONTAL)

Zone 1- Streambank Planting - Big Bugaboo Creek Reach
3 and Reach 4, UT2 Reach 4, UT3
(See Detail 2, Sheet 6.09
It
Zone 2 - Streambank Planting - Big Bugaboo Creek Reach
1 and Reach 2, UT1, UT2 Reach 1 and Reach 24, UT213
(See Detail 3, Sheet 6.09)
Zone 3 - Buffer Planting Zone
(See Detail 1, Sheet 6.09)
— — — — — — — — — — Zone 4 - Wetland Planting Zone
(See Detail 1, Sheet 6.09)
Zone 5 - Permanent Seeding Outside Easement
Note: Non -hatched areas within easement are currently vegetated
and will be planted as needed to achieve target density.
Buffer planting will occur within the Limits of Disturbance
WETLAND AREAS NOT IMPACTED BY
GRADING OR CONSTRUCTION
ACTIVITIES WILL NOT REQUIRE
SEEDING AFTER CONSTRUCTION. THIS
AREA EXCLUDED FROM PERMANENT
WETLAND SEEDING TABLE.
------_-----:--:o—
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IATCHLINF_ - STA 134- _
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WETLAND AREAS NOT IMPACTED BY
GRADING OR CONSTRUCTION ACTIVITIES
WILL NOT REQUIRE SEEDING AFTER
CONSTRUCTION. THIS AREA EXCLUDED FROM
PERMANENT WETLAND SEEDING TABLE.
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0' 50, 100, 150'
(HORIZONTAL)

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Erosion Control Measures shall be inspected once per 7 calendar days and within /
24 hours of a rainfall event greater than 0.5" per 24 hour period. Corrective actions
shall be performed as soon as possible before the next storm event. Records must I /
be kept on -site and available for review during construction and must be
maintained for 3 years and available upon request. A rain gauge must be installed
at the site.
LOD = 33.04 ACRES
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NOTE:
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PROPOSED CONSTRUCTION HAUL ROADS ARE
POTENTIAL ROUTES AND WILL NOT BE
CONSTRUCTED IF NOT NEEDED.
PROPOSED
CONSTRUCTION
ENTRANCE
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(HORIZONTAL)
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EN

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HOW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HOW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the tmeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
A
� a (rn.)
KOO.
MIN
J.00
., °"0 0 0 o J'111,
I� A B O SECTION B-6
l xo s[cncN A -A uix ix n ora 0 l'+y) tl0"r �acrnorl wm N
T
IA!LTW.IIIE
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PLNN 0AP gam« xo,.< �. ELAR N� a �. „ MINIMUM 1:
BELOW GRADE rWASHOUT STRUCTURE ABOVE GRAD�A&IJT STRUCTURE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01 / 19
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PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of Stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to cleanup or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours unless the
p g
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the a-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.411
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(1)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/19 1
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RIFFLE MATERIAL
TABLE
- ALL RIFFLE TYPES
SALVAGED ONSITE
NORMAL WATER
THALWEG FLOW o.5' MAX. SURFACE COBBLE/GRAVEL MATERIAL
REACH
BOTTOM
RIFFLE
RIFFLE MATERIAL STONE SIZE EQUIVALENTS
TO BE APPROVED BY THE
WIDTH (FT)
THICKNESS (IN)
(% OF MATRIX)
ENGINEER.
BIG BUGABOO -
1.7
12
CLASS A (45%), CLASS B (45%), ABC STONE (10%)�
REACH 1
5' MIN.�'�
(TY DEPTH 1.Sx BANKFULL
NONWOVEN RIFFLE DMAX
BIG BUGABOO-
3.0
12
CLASS A (45%), CLASS B (45%), ABC STONE (10%)
REACH 2
FILTER FABRIC
BIG BUGABOO -
3.2
12
CLASS A (45%), CLASS B (45%), ABC STONE (10%)
REACH 3
Section A -A'
THALWEG 0.1-0.2' DEEP
BIG BUGABOO -
4.0
12
CLASS A (45%), CLASS B (45%),ABC STONE (10%)
REACH 4
THAN REST OF RIFFLE'
EXTEND RIFFLE MATERIAL PROVIDE LOW FLOW PAl
0.3' UP BANK
"TOEUT2
TOP OF BANK
-4/UT2A
UT1
1.2
12
CLASS A (65%), CLASS B (25%), ABC STONE (10%)
UTZ - REACH 2
1.7
12
CLASS A (45%), CLASS B (45%), ABC STONE (10%)
-REACH 3
2.3
12
CLASS A (45%), CLASS B (45%), ABC STONE (10%)
UTZ - REACH 5
2.4
12
CLASS A (45%), CLASS B (45%), ABC STONE (10%)
1.5
12CLASS
A (65%), CLASS B (25%), ABC STONE (10%)
UT3
2.9
12
CLASS A (45%), CLASS B (45%), ABC STONE (10%)l
NU I Lb:
1. ALL RIFFLE MATERIAL SHALL BE COMPACTED IN LIFTS AT A THICKNESS NOT TO EXCEED DMAX.
n Riffle Material Table
6.0 Not to Scale
LENGTH VARIES PER PLAN
•• OF BANK (TYP)
TOE OF SLOPE (TYP)
HEAD OF RIFFLE
.,.•&�t
TAIL OF RIFFLE
ELEVATION POINT
ELEVATION POINT
PER PROFILE
MAN
.•
1 • •
B' KEY LARGER MATERIAL INTO BANKS
INTERMITTENTLY ALONG RIFFLE LENGTH
Plan View TO PREVENT PREFERENTIAL FLOW ALONG TOE OF SLOPE.
CLASS 1 STONE OR SALVAGED
12" LAYER OF SALVAGED ONSITE ONSITE BOULDERS MIN SIZE 12" LAYER OF SALVAGED ONSITE
COBBLE/GRAVEL MATERIAL TO BE 0.5'x1'x1.5' COBBLE/GRAVEL MATERIAL TO BE
APPROVED BY THE ENGINEER APPROVED BY THE ENGINEER
CLASS 1 STONE OR SALVAGED RIFFLE INVERT PER PROFILE
.M 3"AR ONSITE BOULDERS MIN SIZE
L_. 0.5'x1'x1.5' TOP OF BANK (TYP)
r 3"MAR
Section B-B'
NOTE:
1. RECOMMENDED STONE SIZE AND DISTRIBUTION 3 Chunky Riffle
NOTED BY REACH IN RIFFLE MATERIAL TABLE.
2. CHUNKY MATERIAL ELEVATION SHALL BE0"-8"ABOVE 6.0 Not to Scale
RIFFLE MATERIAL BASED ON ENGINEER'S DISCRETION.
RIFFLE MATERIAL TO EXTEND
3" UP TOE OF BANK
Log Section B-B'
PLACE LOG SILL AT END OF RIFFLE WF, „
THERE IS A DROP OVER DOWNSTREAM
POOL. SEE DETAIL 2, SHEET 6.05.
I'
DID.. lli—,
TO 65° (TYP)
12" DIAMETER OR
GREATER (TYP)
SALVAGED ONSITE
COBBLE/GRAVEL MATERIAL
TO BE APPROVED BY THE
ENGINEER.
CAVATE SMALL POOLS
V IN DEPTH DOWNSTREAM
IMBEDDED LOGS.
Q
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N
-
NOTES:
1.
2 Angled Log Riffle
0 2.
Not to Scale 3.
4.
RECOMMENDED STONE SIZE AND DISTRIBUTION
NOTED BY REACH IN RIFFLE MATERIAL TABLE.
MINIMUM LOG DIAMETER 12".
MINIMUM ONE LOG PER 10LF OF RIFFLE LENGTH OR
ONE LOG PER 0.3' OF DROP, WHICHEVER IS LESSER.
IF NECESSARY, SALVAGED ONSITE ROCK MAY BE
SUBSTITUTED WITH QUARRY ROCK OF SIMILAR SIZE.
(�
Q
U
�z
-
HEAD OF RIFFLE ELEVATION
(�
POINT PER PROFILE
A
3 70° TO 90° (TYP)
0
BOULDER OR LOG STEP - LOGS 12" DIA OR
�/ BANKFULL
GREATER, BURY INTO BANK 2' MIN. (TYP)
U
HEAD OF RIFFLE
ELEVATION POINT PER
_
Q)
PROFILE
POOL WIDTH PER
LOG STEP VARIES
TYPICAL SECTION
--
r-I
THALWEG
0.5' MAX.
TOP OF BANK
KEY PIECES (TYP)
FLOW
NORMAL WATER
TAIL OF RIFFLE ELEVATION
SURFACE
POINT PER PROFILE
KEY PIECES
BOULDER OR LOG STEP
(TYP)
16" (MIN)
ROCK STEP
HABITAT LOGS/BRUSH
FILTER FABRIC (TYP)
(VARY)
ROCK STEP (VARIES PER PLAN)
RIFFLE MATERIAL
GLIDE ARMORING WITH RIFFLE
SEE DETAIL 1 SHEET 6.01
MATERIAL TO 16" OR DEPTH OF
Section View A -A'
POOL, WHICHEVER IS DEEPER
ROCK STEP (OR LOG
STEP PER PLANS)
NOTES:
1. CONSTRUCT GRADE DROPS IN CASCADE BASED ON ROCK AND LOG STEP DETAIL.
2. VARY THE SEQUENCE, TYPE AND ORIENTATION OF STEPS (DROPS). USE ROCK STEP
DETAIL AS A GUIDE FOR VARIATIONS IN ORIENTATION/CONFIGURATION.
3. KEY PIECES ARE LOWER MOBILITY STONE THAT PROVIDE GRADE CONTROL AND
TOE PROTECTION. USE CLASS 1 STONE OR SALVAGED ONSITE BOULDERS MIN
0.5'x1'x1.5'. HABITAT LOGS SHOULD BE WORKED IN AS EQUIVALENT OF KEY PIECES.
4. ROCK/LOG STEP BOULDERS AND LOGS TO BE EMBEDDED MINIMUM 3' INTO
STREAM BANKS.
5. ROCK STEP OR LOG STEP AT END OF CASCADE RIFFLE PAID SEPARATE. THESE ARE
DEPICTED ON PLAN VIEW.
6. NUMBER OF INTERNAL STEPS (INCLUDING STEPS AT THE BEGINNING OF A CASCADE
SEQUENCE) VARIES BASED ON LENGTH AND SLOPE. RIFFLES SHALL BE 1.2 -1.8
TIMES THE AVERAGE CHANNEL SLOPE. STEP DROPS SHALL BE BETWEEN 0.2-0.5'
MEASURED AT THE WATER SURFACE.
7. FOOTER ROCK OR LOG SHOWN. FOOTER ONLY REQUIRED WHEN MINIMUM
UNFOOTERED DIMENSION OF ROCK OR LOG IS NOT MET. A MINIMUM OF 16" OF
RIFFLE MATERIAL SHALL BE PLACED OVER FILTER FABRIC TO PROTECT.
8. REFER TO RIFFLE MATERIAL TABLE ON THIS SHEET FOR RIFFLE MATERIAL SIZING.
T
TAIL OF RIFFLE ELEVATION POINT
PER PROFILE (INVERT OF ROCK OR
LOG STEP - ROCK STEP SHOWN) 3
� � O
s
A' a
Plan View 3 a
N� 66
H o U
$� O
n Log -Rock Cascade Riffle
\tOy Not to Scale

m
NOTE:
1. RECOMMENDED STONE SIZE AND DISTRIBUTION
NOTED BY REACH IN RIFFLE MATERIAL TABLE.
2. IF NECESSARY, SALVAGED ONSITE ROCK MAY BE
SUBSTITUTED WITH QUARRY ROCK OF SIMILAR
SIZE.
SEE PROFILE
HEAD OF RIFFLE ELEVATI
POINT PER PRO[
FLOW
SALVAGED ONSITE
COBBLE/GRAVEL MATERIAL
TO BE APPROVED BY THE
ENGINEER.
FLOW
SALVAGED ONSITE—
COBBLE/GRAVEL MATERIAL TO
BE APPROVED BY THE ENGINEER.
n Native Material Riffle
op
Op (el
DOE
OF S�Op<_
"o l�ypl
"_
p S�-
Op
�O�O
_� Op
Not to Scale
Plan View
EXTEND RIFFLE
MATERIAL
0.3' UP BANK
RIFFLE BOTTOM
WIDTH PER
TYPICAL SECTIONS
I
TAIL OF RIFFLE ELEVATION
POINT PER PROFILE
REFER TO TYPICAL SECTION
FOR THALWEG OFFSET
RIFFLE ELEVATION
PER PROFILE
TOP OF BANK (TYP)
EXTEND RIFFLE
MATERIAL 0.3' UP BANK
Section B-B'
DENSELY PACKED WOODY DEBRIS
EROSION CONTROL MATTING
NOTES:
MICRO POOL HABITAT DOWNSTREAM_
1. WOOD SHALL COMPRISE 20%TO 50%OF THE RIFFLE SURFACE AREA.
OF LARGER WOODY DEBRIS
2. BRUSH SHOULD BE PLACED PERPENDICULAR TO CHANNEL UP TO A
15° ANGLE DOWNSTREAM.
3" TO 6" DIAMETER WOODY
3. ANY MATERIAL GREATER THAN 1" DIAMETER THAT IS NOT
DEBRIS WORKED INTO RIFFLE SUBSTRATE
PERPENDICULAR TO THE CHANNEL SHALL BE INSTALLED SUCH THAT
THE EXPOSED END IS POINTING DOWNSTREAM.
HEAD OF RIFFLE
4. WOODY MATERIAL SHOULD NOT PROTRUDE GREATER THAN 3"
ABOVE RIFFLE BED.
S. BRUSH CUTTERS OR OTHER DEVICE MUST BE USED TO ENSURE
PROTRUSION LIMITED TO TOLERANCE IN NOTE 4.
6. IF NECESSARY, QUARRY ROCK OF SIMILAR SIZE MAY BE
SUBSTITUTED.
SEE PROFILE
FOR LENGTH OF RIFFLE
HEAD OF RIFFLE SALVAGE ONSITE GRAVEL/COBBLE
ELEVATION POINT MATERIAL TO BE APPROVED BY ENGINEER
PER PROFILE B
A A'
1 GLIDE RIFFLE RUN 1
RIFFLE BOTTOM FLOW
WIDTH PER
TYPICAL SECTIONS
TOE OF SLOPE (TYP)
3" TO 6" DIAMETER WOODY
j
TOP OF BANK (TYP)
DEBRIS WORKED INTO RIFFLE
B'
V/
SUBSTRATE, PREDOMINANTLY
PERPENDICULAR TO FLOW
MICRO POOL HABITAT TOP OF BANK
DOWNSTREAM OF LARGER
WOODY DEBRIS
3'
6"
ELEV. 3" ABOVE j
DOWNSTREAM
RIFFLE INVERT
\\ BRUSH MATERIAL TO ELEV. 6" BELOW
NATIVE SOIL
INSTALLED FLUSH WITHH BANK POOL DEPTH
WITH
3 Brush Toe
6.0 Not to Scale
Section A -A'
TOE OF SLOPE
n Woody Riffle
0 Not to Scale
WIDTH PER TYPICAL SECTIONS
BACKFILL
— EROSION CONTROL MATTING
DENSELY PACKED BRUSH,
WOODY DEBRIS AND SOIL
17
TOE OF SLOPE c
5' MIN NONWOVEN
FILTER FABRIC
Section A -A'
REMAINDER OF ROCK
TO RIFFLE ELEVATION
TOP OF BANK (TYP)
TAIL OF RIFFLE
RUN
SEE RIFFLE MATERIAL
TABLE FOR DEPTH OF
RIFFLE MATERIAL
LAYER OF WOOD
Q
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W
��N^'
~l W
z
22
THALWEG 0.1-0.2' DEEPER
THAN REST OF RIFFLE TO
PROVIDE LOW FLOW PATH
REMAINDER OF ROCK
TO RIFFLE ELEVATION
3" TO 6" BRUSHY MATERIAL
WORKED
INTO ROCKY SUBSTRATE
ANCHOR 5'
INTO STREAM
BANK
e
LOG EXPOSED 1" TO 3"
ABOVE FINISHED
MAX 3" PROTRUSION
RIFFLE ELEVATION
Section B-B'
•ti
0
S-a
o5
U)
U
-1
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�o
a,
U
TOP OF BANK (BANKFULL)
~
iAiA�
T
NOTES:
1. OVEREXCAVATE 3' OUTSIDE OF TOP OF BANK (BAN KFULL).
e
a
2. INSTALL A DENSE LAYER OF BRUSH/WOODY DEBRIS, WHICH
SHALL CONSIST OF SMALL BRANCHES AND ROOTS
COLLECTED ONSITE AND SOIL TO FILL ANY VOID SPACE.
N 3 az
LIGHTLY COMPACT BRUSH/WOODY DEBRIS LAYER.
3. BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY
PARALLEL AND POINTING SLIGHTLY UPSTREAM.
$ o
O
4. INSTALL MATTING OVER BRUSH/WOODY DEBRIS.
5. INSTALL EARTH BACKFILL OVER BRUSH/WOODY LAYER
ACCORDING TO TYPICAL SECTION DIMENSIONS.
6. SEED, MULCH AND INSTALL EROSION CONTROL MATTING
v
AND BANK STABILIZATION PER PLANS.

I
TOP OF BANK
TRANSPLANTED SOD
AND ROOTMASS
o.
i
i
Section A -A'
FLOW
TRANSPLANTED SOD AND ROOTMASS
� A
Plan View I —A'
TOP OF BANK
TOE OF SLOPE
INSTALL ADDITIONAL VEGETATION SUCH
AS LIVE STAKES, ROOTED SEEDLINGS, ETC.
COMPACTED SOIL 12" TO 18" THICK
LIVE CUTTINGS
BIODEGRADABLE EROSION
CONTROL FABRIC (SEE INSET "A")
DENSELY PACKED
BRUSH OR ROCK BASE
BASE FLOW
STREAMBED
Section View
NOTES:
1. PREPARE THE BANK WHERE THE SOD MAT WILL BE
TRANSPLANTED BY RAKING.
2. EXCAVATE TRANSPLANT SOD MATS WITH A WIDE BUCKET
AND AS MUCH ADDITIONAL SOIL MATERIAL AS POSSIBLE.
3. PLACE TRANSPLANT ON THE BANK TO BE STABILIZED. (SOD T
MAT ONLY TO BE TOUCHED ONCE.) 2 Vegetated etated Soil Lift
4. SECURE WITH SOD STAPLES. 6.03
5. FILL IN ANY HOLES AROUND THE TRANSPLANT AND COMPACT. � Not to Scale
6. ANY LOOSE SOIL LEFT IN THE STREAM SHOULD BE REMOVED. Transplanted Sod Mats7. PLACE MULTIPLE TRANSPLANTS CLOSE TOGETHER SUCH THAT 1
THEY TOUCH. 6.0Y Not to Scale
8. INSTALL EROSION CONTROL MATTING ABOVE TRANSPLANTED
SOD MATS.
EXISTING
ERODED BANK
HEADER ROCK(
EXCAVATE EXISTING BANKT,
INSTALL BOULDERS, AS NEEDE
FOOTER RC
NOTE:
1. FOR STREAM BEDS WITH COARSE
SUBSTRATE, PROVIDE FOOTER ROCKS.
Plan View
Section A -A'
3 Boulder Toe
\k-_0_3J Not to Scale
INSTALL BRUSH TOE OR ROCK
TOE U/S OF LUNKER LOG / MIN 5'
PER FIELD CONDITIONS
BOULDERS
�O/
HEADERLOG
FOOTER LOG
BURIED 6" BELOW
MAX POOL DEPTH
NONWOVEN FILTER Fi
EXTENDS MIN 5FROM LUe
26 OZ / YD2
COIR MATTING
Inset "
Matting and Blanket
HEIGHT VARIES 2,
2° �� �UPHILL
16 PENNY NAIL
18" TO 36"
Typical Stakes
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,37
NOTES:
1.
ROOTED/LEAFED CONDITION OFTHE LIVING
PLANT MATERIAL IS NOT REPRESENTATIVE OF
THE TIME OF INSTALLATION.
2.
BOTTOM OF FIRST COMPACTED EARTH LIFTTO
0
BE PLACED 6" ABOVE NORMAL BASEFLOW.
3.
NUMBER OF COMPACTED EARTH LIFTS TO
U
VARY DEPENDING ON DESIGN TOP OF BANK
S�-
HEIGHT. LIFTS NOTTO EXCEED 18" THICKNESS.
4-1
�z
FOOTER LOG
�
G
O
r ,
�)
%,A
MIN 5' ,
A
INSTALL BRUSH TOE OR ROCK /
Plan View TOE D/S OF LUNKER LOG J
TO STABILIZE LOG
M.ATCOrO,FLOG„EVA7TION
F J
4 Cover Log
\LOY Not to Scale
s
z
T

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Z
20°-30° /�- B
/ i SCOUR
/ POOL
5' OF LOG
BURIED IN BANK B'
Plan View
NOTE:
STABILIZATION BOULDER MAY BE REMOVED
PER ENGINEER'S DISCRETION.
12" SALVAGED ONSITE
COBBLE/GRAVEL MATERIAL
H
STREAMBED EADERLOG
NONWOVEN FOOTER LOG
FILTER FABRIC
MIN. UPSTREI
Section A -A'
INVERT ELEVATION
PER PROFILE TOP OF BANK HEADER LOG
39/-5 FOOTER LOG
TOE OF SLOPE
STABILIZE VANE WITH
ONE BOULDER ON
EACH SIDE lz—ti— R-R'
EXCAVATE POOL
PER PROFILE
X
� O1j1
� � A
0 0
5'
i
B' A. B
SILL ELEVATION
PER PROFILE
Plan View
TOP OF BANK —
SILL ELEVATION
PER PROFILE
1 Log Vane
0Y Not to Scale
FABRIC 5' MIN.
UPSTREAM
TERIAL
FILTER FABRIC TO BE INSTALLED
TO TWICE THE RIFFLE DEPTH
OR A MINIMUM OF 3'
NN�
ADD ROOT WAD, BRUSH TOE, OR
TRANSPLANTS TO STREAMS WITH
RIFFLE BOTTOM WIDTH GREATER
THAN 2FT (HANKS BRANCH) OR
AS DIRECTED BY ENGINEER FLOW SILL ELEVATION PER PROFILE
12" - 15" DIAMETER LOG
10' - 15' ANGLE --\ BACKFILL POOL LENGTH PER PROFILE
STREAMBED
POOL DEPTH PER PROFILE
A'
SILL ELEVATION f 1
PER PROFILE (TYP) FILTER FABRIC TO BE INSTALLED
EXTEND FILTER TO TWICE THE RIFFLE DEPTH
FLOW FABRIC 5' MIN. OR A MINIMUM OF 3'
FOE
UPSTREAM
BACKFILL J SLOPE TYP Profile View
lll
TOP OF BANK (TYP)
A CHANNEL
BOTTOM WIDTH
Plan View
0.2'
EMBED LOG SILL ELEVATION 12" -15" DIAMETER LOG
4' (MIN.) PER PROFILE (TYP)
Section A - A'
n Angled Log Sill
•\�_OY Not to Scale
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HEADER ROCK
FOOTER ROCK
2' MIN, ]— 1
IF FOOTERED z
EMBED 5' INTO
Section B-B' BANK (TYP)
�� 3d
NOTE: 3
Rock Sill
04 1. 2.0' X 2.0' X 1.0' MINIMUM BOULDER DIMENSION. Not to Scale '
2. BOULDERS SHALL BE RELATIVELY FLAT ON LONG v
DIMENSIONAL SIDES. o a a

r1
NOTE:
1. MINIMUM 2'x2'x1' BOULDERS TO
BE USED FOR HEADER AND FOOTER
ROCKS.
2. BOULDERS MUST BE INSTALLED
SUCH THAT THEY EXTEND INTO THE
CHANNELBANK.
FLOW
CASCADEBO
Plan View
12"
CLASS A/B MIX
RIP RAP (TYP)
--/-HEADER BOULDER
— FOOTER BOULDER
LENGTH
PER PLANS
`NONWOVEN I
LENGTH L LENGTH FILTER FABRIC LENGTH
PER PLANS PER PLANS PER PLANS
WIDTH
PER PLANS
DEPTH PER PLANS
NONWOVEN � ���
FILTER FABRIC .'v�\\
HEADER BOULDER
FOOTER BOULDER
n Rock Step Pools
6.05 Not to Scale
MIX CLASS 1 AND A/B EQUIVALENT
NATIVE OR RIVER STONE - 30% OR
GREATER STONE SIZE MUST BE 10"
OR GREATER
iMIN 12"
D
VARIES PER
SLOPE VARIES PER PROFILE PROFILE
(MAX 50%)
EXISTING CHANNEL
NONWOVEN FILTER FABRIC FLO\
LINED CASCADE BOULDERS
1.5' MIN
FOOTER BOULDER
EXISTING SOIL
Profile
CONNECTTO W
EXISTING HEADER BOUI
__,,,GROUND
ti:1GROUND FOOTER BOULDER
SALVAGED ONSITE ROCK
MATERIAL IN THE RANGE OF
2"-8" OR LARGER TO BE USED.
CASCADE HEIGHT
VARIES PER PROFILE
r— HEAD OF RIFFLE (TYP.)
Rock Cascade
\k-_O-5J Not to Scale
1.5' MIN
MIX CLASS 1 AND A/B
EQUIVALENT NATIVE OR
RIVER STONE - 30% OR
GREATER STONE SIZE MUST
BE 10" OR GREATER
Section B-B'
DNNECI 10
EXISTING
GROUND
VIBED 5' INTO
BANK (TYP)
Q �
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SALVAGED ONSITE Q . ° w
COBBLE/GRAVEL MATERIAL
TO BE APPROVED BY THE Z
ENGINEER.
mil= �a�E:a
FLOW W N
LENGTH VARIES
SEE PLAN SHEETS
Section A -A'
NGTH VARIES
E PLAN SHEETS
S' ^�
i VARIES PER PLANS i may)
x<
SALVAGED ONSITE
COBBLE/GRAVEL MATERIAL
TO BE APPROVED BY THE NONWOVEN
ENGINEER. __..__ FILTER FABRIC
2 Rock Flood lain Outlet
05 Not to Scale
MIX CLASS 1 AND A/B EQI
NATIVE OR RIVER STONE
GREATER STONE SIZE MUST BE 10"
OR GREATER
NOTES:
1. FLOODPLAIN OUTLET TO BE
CONSTRUCTED WITH NATIVE ROCK
MATERIAL IN THE RANGE OF 2"-8"
OR LARGER.
2. IF NECESSARY, SALVAGED ONSITE
ROCK MAY BE SUBSTITUTED WITH
QUARRY ROCK OF SIMILAR SIZE.
NOTES:
1. MINIMUM SIZE FOR BOULDERS
SHALL BE 2' x 2' x 1'.
2. VOID SPACES BETWEEN BOULDERS
ON CASCADE SHALL BE FILLED
WITH SMALLER RIVER STONE.
3. ALL SMALLER ROCK SHALL BE
HETEROGENEOUS AND WELL
MIXED.
aecuon �-�
ONNECTTO
EXISTING
GROUND
TABLE
W
D
WP
DP
SPSC1
8
0.5
15
2
UT4
4
PER PROFILE
5.2
PER PROFILE

Cn
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ROAD CREST 20'
50/50 MIX CLASS A/B
MINIMUM 12" COVER
TIE ROAD INTO EXISTING MINIMUM 15" COVER TOE PROTECTION TIE ROAD INTO EXISTING
OVER PIPE TOP 4" ABC STONE CREST EL. GRADE PER GRADING SHOWN
GRADE PER GRADING SHOWN 50/50 MIX CLASS A/B OVER PIPE 1405.6' TYPE 2 WOVEN FILTER FABRIC ON PLANS
ON PLANS TOE PROTECTION
_ _— 50/50MIX CLASS AAND — — — -- --- ___— !�
— — -- -- — CLASS BRIP RAP PER _ --- ---
EXISTINGGRADE 1 GRADES SHOWN ON g
SELECT FILL AS APPROVED PLANS SELECT FILL AS APPROVED
BY THE DESIGNER ENGINEER \ \
/ BY THE DESIGNER/ENGINEER i
6" MIN. BEDDING,
ii57 STONE EMBED CULVERT 6" AS 6" MIN. BEDDING, EMBED CULVERT 6" AS \
SHOWN ON PROFILE. BACKFILL' #57 STONE' SHOWN ON PROFILE. BACKFILL
v
24" CMP CLASS A RIP RAP MATERIAL \\ 1 WITH 50/50 MIX CLASS A/B RIP RAP
n Y .ate n�� fc v
"MATERIAL
CMP PIPE ARCH CULVERT
57" SPAN, 38" RISE
INV. EL: 1401.2' U/5
INV. EL: 1400.3' D/S
NOTE:
1. INSTALL 24" CMP TO CONVEY CONCENTRATED FLOW
WITHIN THE IMPACTED WETLAND BENEATH THE ELEVATED (�
CROSSING. EACH END OF THE PIPE SHOULD BE EMBEDDED Big Bugaboo Creek Sta 117+93 Culvert Crossing
6" BELOW THE FINISHED GRADE AND BACKFILLED. 6.06 Not to Scale O
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MINIMUM 15" COVER
TIE ROAD INTO EXISTING OVER PIPE
GRADE PER GRADING SHOWN
ON PLANS TOP 4" ABC STONE
—� -- — — — SELECT FILL AS APPROVED
'i _ = \BY THEDESIGNER/ENGINEER.
\ — --_ E \
50/50 MIX CLASS A/B
EXISTING GRADE 6" MIN. BEDDING,`
TOE PROTECTION. ,
NOTES:
1. CONSTRUCT SURFACE WATER CONVEYANCE STRUCTURES ON THE RIGHT
FLOODPLAIN TO ENSURE THE MAX ELEVATION ACHIEVES THE EXISTING
GRADE ELEVATION AT THE ROAD TIE-IN ON THE RIGHT FLOODPLAIN.
2. FILL ABANDONED CHANNEL ON LEFT FLOODPLAIN PER GRADING SHOWN
ON PLANS. EXCAVATE FILL TO THE PROPER DEPTH FOR INSTALLATION OF
SURFACE WATER CONVEYANCE STRUCTURE. CONSTRUCT THE STRUCTURE
ON THE LEFT FLOODPLAIN TO ENSURE THE MAX ELEVATION ACHIEVES THE
EXISTING GRADE ELEVATION AT THE ROAD TIE-IN ON THE LEFT FLOODPLAIN.
rF-ix rF-ix, rF-ix a -ix t,e-ix L I)k t,t ix t,e-ix , [A t,,
OUTLET STATION
i
134+80
r
i
ROAD CREST 20'
TYPE 2 WOVEN FILTER FABRIC
CREST EL. 1374.7
TOP 4" ABC STONE MINIMUM 12" COVER
OVER STRUCTURE
--------------
1` i50/50MIXCLASSAAND —
. CLASS B RIP RAP PER
\ \ ,GRADES SHOWN ON
\� PLANS
#57 STONE �% \
EMBED CULVERT 6" AS
CMP PIPE ARCH CULVERT t\ SHOWN ON PROFILE. BACK ILL
64" SPAN, 43" RISE WITH 50/50 MIX CLASS A/B RIP RAP
INV. EL: 1369.9' U/S MATERIAL
INV. EL: 1369.0' D/S
Big Bugaboo Creek Sta 134+57 Culvert Crossing
6.07 Not to Scale
TIE ROAD INTO EXISTING
GRADE PER GRADING SHOWN
ON PLANS
------------------
SURFACE WATER
CONVEYANCE STRUCTURE
?, 60" SPAN
EMBED 12" MIN. BELOW GRADE
50/50 CLASS A AND
CLASS B RIP RAP
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TIE RO
GRADE PER
INV. EL: 1400.4' U/S
INV. EL: 1399.6' D/S
SHOWN ON PROFILE. BACKFILL
WITH 50/50 MIX CLASS A/B RIP RAP
MATERIAL
�UT2 Sta 320+17 Culvert Crossing
6.08 Not to Scale
OUTLET STATION
320+37
CLASS A & B OUTLET STABILIZATION
TIE ROAD INTO EXISTING
IE PER GRADING SHOWN
LANS
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INV. EL.: 1400.4' U/S
INV. EL: 1399.6' D/S
INLET STATION I
319+96
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SPACING PER
PLANTING PLAN Section View
DIBBLE BAR
PLANTING BAR SHALL HAVE A
BLADE WITH ATRIANGULAR CROSS
SECTION AND SHALL BE 12" LONG,
4" WIDE, AND 1" THICK AT CENTER,
ROOTING PRUNING
ALL ROOTS SHALL BE PRUNED TO
AN APPORIATE LENGTH TO
PREVENT J-ROOTING.
O O 3 O O
INSERT THE DIBBLE, OR REMOVE THE DIBBLE, OR INSERT THE DIBBLE, OR PUSH THE DIBBLE, OR PULL BACK ON THE HANDLE TO
SHOVEL, STRAIGHT DOWN SHOVEL, AND PUSH THE SHOVEL, SEVERAL INCHES IN SHOVEL, DOWN TO THE CLOSE THE BOTTOM OF THE
INTO THE SOIL TO THE FULL SEEDLING ROOTS DEEP INTO FRONT OF THE SEEDLING FULL DEPTH OF THE BLADE. PLANTING HOLD. THEN PUSH
DEPTH OF THE BLADE AND THE PLANTING HOLE. PULL THE AND PUSH THE BLADE FORWARD TO CLOSE THE TOP,
PULL BACK ON THE HANDLE SEEDLING BACK UP TO THE HALFWAY INTO THE SOIL. ELIMINATING AIR POCKETS
TO OPEN THE PLANTING CORRECT PLANTING DEPTH TWIST AND PUSH THE AROUND THE ROOT.
HOLE. (DO NOT ROCKTHE (THE ROOT COLLAR SHOULD BE HANDLE FORWARD TO
SHOVEL BACK AND FORTH 1-3" BELOW THE SOIL CLOSE THE TOP OF THE SLIT
AS THIS CAUSES SOIL IN THE SURFACE). GENTLY SHAKE THE TO HOLD THE SEEDLING IN
PLANTING HOLE TO BE SEEDLING TO ALLOW THE PLACE.
COMPACTED, INHIBITING ROOTS TO STRAIGHTEN OUT.
ROOTGROWTH. DO NOT TWIST OR SPIN THE
SEEDLING OR LEAVE THE ROOTS
J-ROOTED.
NOTES:
1. ALL SOILS WITHIN THE BUFFER Bare Root Planting
PLANTING AREA SHALL BE DISKED, AS 6.09 Not to Scale
REQUIRED, PRIOR TO PLANTING.
2. ALL PLANTS SHALL BE PROPERLY
HANDLED PRIOR TO INSTALLATION TO
INSURE SURVIVAL.
TOP OF BANK
LINEAR SPACING
4' SPACING FOR HERBACEOUS PLUGS
6
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6' SPACING FOR LIVE STAKES
3' SPACING FOR HERBACEOUS PLUGS
6' SPACING FOR LIVE STAKES
Plan View
Zone 1 (Big Bugaboo Creek Reach 3 and Reach 4,
`
UT2 Reach 5, UT3)
REMOVE THE DIBBLE, OR
BUDS (NODES) POINTED UPWARD
SHOVEL, AND CLOSE AND FIRM
UP THE OPENING WITH YOUR
HEEL. BE CAREFUL TO AVOID
DAMAGING THE SEEDLING.
- 11" DIAMETER
2-3' LIVE STAKE
TAPERED AT BOTTOM
BASE CUT AT 45°
EROSION CONTROL
MATTING
HERBACEOUS PLUGS
AT NORMAL BASEFLOW
TOE (TYP)
TOE OF SLOPE �
LIVE STAKES PLANTED
AT TOP OF BANK
Section View
Zone 1 (Big Bugaboo Creek Reach 3 and Reach 4,
UT2 Reach 5, UT3)
z Zone 1 Streambank Planting
6.09
Not to Scale
LIVE STAKE OFFSET 1-2' 2" PAINTED
FROM TOP OF BANK TUBE STEEL GATE
dd r FENCE LINE
BUDS (NODES)
�pf POINTED UPWARD
i
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2-3' LIVE STAKE
LINEAR SPACING BASE CUT AT 45° TAPERED AT BOTTOM
_ 6' SPACING FOR LIVE STAKES
6' SPACING FOR HERBACEOUS PLUGS
Plan View
Zone 2 (Big Bugaboo Creek Reach 1 and Reach 2,
UT1, UT2 Reach 2 - Reach 4, UT2A, UT2B)
I i..e C*'Le ner'fl
FENCE BRACE
OPENING TO BE 18" FROM
FACE OF POST TO FACE OF POST
1"X6" BOARDS EVENLY SPACED OR
WOVEN WIRE FENCING CAN BE USED
TO ENCLOSE THE PASSAGEWAY.
NOTES:
1. CONTRACTOR RESPONSIBLE TO FOLLOW PLAN VIEW
DETAILS BY REACH SHOWN ABOVE
2. REFER TO SPECIFICATIONS FOR PROPER STORAGE,
HANDLING AND INSTALLATION.
3. FORM PILOT HOLE IN HARD SOIL OR STONY
CONDITIONS TO PREVENT DAMAGE TO LIVE STAKES.
4. LIVE STAKES TO BE INSTALLED TO A DEPTH AT LEAST
THE LENGTH OF THE LIVE STAKE, PLANTED IN AREAS AS
SHOWN ON PLANS AND DIRECTED BY THE ENGINEER.
S. INSTALL DORMANT PRIOR TO LEAF OUT. DEPICTED
CONDITION WITH LEAVES NOT REPRESENTATIVE OF
STAKES AT TIME OF INSTALLATION.
OPENING TO BE 2'-6" FROM
FACE OF POST TO FACE OF POST
PLAN VIEW
FENCE LINE
FENCE BRACE
EROSION CONTROL MATTING LIVE STAKE OFFSET 2" PAINTED PLACE BRACES BEFORE CUTTING
FROM TOP OF BANK 2 TUBE STEEL GATE OPENING IN WIRE FENCE
HERBACEOUS PLUGS BETWEEN
NORMAL BASEFLOW AND TOP
OF BANK (TYP)
TOE OF SLOPE
Section View
Zone 2 (Big Bugaboo Creek Reach 1 and Reach 2,
UT1, UT2 Reach 2 - Reach 4, UT2A, UT213)
3 Zone 2 Streambank Plantin
6.09 Not to Scale
NOTES:
1. CONTRACTOR RESPONSIBLE TO FOLLOW PLAN VIEW
DETAILS BY REACH SHOWN ABOVE
2. REFER TO SPECIFICATIONS FOR PROPER STORAGE,
HANDLING AND INSTALLATION.
3. FORM PILOT HOLE IN HARD SOIL OR STONY
CONDITIONS TO PREVENT DAMAGE TO LIVE STAKES.
4. LIVE STAKES TO BE INSTALLED TO A DEPTH AT LEAST 3
THE LENGTH OF THE LIVE STAKE, PLANTED IN AREAS AS
SHOWN ON PLANS AND DIRECTED BY THE ENGINEER.
5. INSTALL DORMANT PRIOR TO LEAF OUT. DEPICTED
CONDITION WITH LEAVES NOT REPRESENTATIVE OF
STAKES AT TIME OF INSTALLATION.
6. ZONE 2 HERBACEOUS PLUGS TO BE PLANTED ALONG
OUTSIDE BENDS WHERE BANK REVETMENT
STRUCTURES ARE NOT SHOWN AND PLANTED ABOVE
AND BELOW LOG AND ROCK SILLS AS SHOWN.
OVERVIEW
Style Fence Passage With Gate
6.09 Not to Scale
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5" x 5" WOOD BRACE POSTS 5" x 5" WOOD BRACE POSTS
4'W" HORIZONTAL 4'W" HORIZONTAL
TOP BRACE TOP BRACE
4 POINT BARBED WIRE 4 POINT BARBED WIRE
5" x 5" WOOD BRACE POSTS 5" x 5" WOOD BRACE POSTS
4 POINT 4 POINT
BARBED WIRE - BARBED WIRE
x X
4"x4" HORIZONTAL XpE 4"x4" HORIZONTAL X X `
TOP BRACE 4'-11' .t) EO /��_• TOP BRACE
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GROUND GROUND #9 WIRE 8'-0" ��� GQ' x�E _
LINE TWISTED �\� //��. LINE TWIRE 8'-0" 6Q',
�� 8'- �% ��/` \N TWISTED
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—8'-0"MIN I-8'-0"MIN —I WOOD BRACE POST W I-8'-0"MIN I 8'- 0" MIN —I WOOD BRACE POST
—I— W
LINE BRACES
(MAXIMUM SPACING 330')
GATEPOST ANCHOR J 1
Bolt Hinge
(2 Required)
CORNER BRACE
USE WHEN CORNER ANGLE 1515° OR GREATE
4 POINT BARBED WIRE �
4'W" HORIZONTAL 5" x 5" WOOD BRACE POSTS
LINE POST 4"X4
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1 Woven Wire Fence - Permanent CE Fencing
6.10 Not to Scale
CURVED TO FIT
DIAMETER OF FRAME
CURVED TO FIT 1 0 0
DIAMETER OF J
BOLT HING
Hinge Clamp
(2 Required)
Hinge Assembly
DOUBLE GATE POST SPACING
GATES
POSTSPACING
2 - 12'
24'
2" PAINTED
,Alt PUbI
SEE TABLE
Access Gate n
J �1_
S"
3' MIN
-
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Detail of Gate
Post Anchor
GATE POST:
USE CLASS "B" CONCRETE AT GATE POSTS OR
WHERE REQUIRED BY SOIL CONDITIONS. CONCRETE
MAY ALSO BE USED IN LIEU OF SETTING POSTS TO
THEIR MAXIMUM DEPTH.
3 Double 2" Tube Steel Gates
6.10 Not to Scale
J-
R 1 W.
MIN
I_
ALTERNATE TYPES OF STAPLES
USE ONE #9 STAPLE OR TWO #16 STAPLES
AT EACH POINT OF ATTACHMENT.
GENERAL NOTES:
1. ALL POSTS AND BRACES MAY BE EITHER ROUND OR SQUARE AT
THE OPTION OF THE CONTRACTOR, PROVIDED THE SAME TYPE
IS USED THROUGHOUT THE PROJECT.
2. DIMENSIONS SHOWN ARE THE DIAMETER OF ROUND OR EDGE
DIMENSIONS OF SQUARE POSTS AND BRACES.
3. ERECT LINE BRACES BETWEEN END, CORNER OR GATE POSTS.
PLACE LINE BRACES AT INTERVALS NOT TO EXCEED 300' AND AT
THE END OF THE WIRE ROLL.
4. THE 300' INTERVAL MAY BE REDUCED BY THE ENGINEER ON
CURVES WHERE THE DEGREE OF CURVATURE IS GREATER THAN
3 DEGREES.
5. NOTCH BRACE POSTS 1" MINIMUM FOR HORIZONTAL BRACES.
PLACE TWO GALVANIZED 12d OR THREE GALVANIZED 10d NAILS
AT EACH END OF ALL BRACES.
6. PLACE THE BRACE WIRE AROUND THE POST. DRAW ALL BRACE
WIRE TAUT BY TWISTING BETWEEN EACH POST.
7. INSTALL THE FENCE FACING THE PROPERTY OWNER EXCEPT
THAT ON HORIZONTAL CURVES GREATER THAN THREE DEGREES
(3°) INSTALL THE FENCE TO PULL AGAINST ALL POSTS. SEE
NCDOT STD. 866.02 FOR FENCING AT DITCH CROSSINGS, BREAKS
IN GRADES AND R/W BREAKS.
8. USE LATCH DEVICE APPROVED BY THE ENGINEER. HINGE
ASSEMBLY AS SHOWN IS SUGGESTED. SUBSTITUTION MAY BE
SUBJECT TO APPROVAL BY THE ENGINEER. USED 2" PAINTED
STEEL PIPE FOR GATE FRAME EXCEPT AS SHOWN HERE.
9. ANY COMBINATION OF GATE AND FENCE TYPE MEETING THE
APPROVAL OF THE ENGINEER IS ACCEPTABLE AND IS NOT
LIMITED TO THE EXAMPLES SHOWN HEREON.
LINE BRACES CORNER BRACE +-
(MAXIMUM SPACING 3301 USE WHEN CORNER ANGLE IS 15° OR GREATER 1 Y2.'
MIN
4 POINT BARBED WIRE
5"x5" WOOD BRACE POSTS ALTERNATE TYPES OF STAPLES
4"x4" HORIZONTAL USE ONE #9 STAPLE OR TWO #16 STAPLES
LINE POST 4"1. HORIZONTAL AT EACH POINT OF ATTACHMENT.
TOP BRACE
x x x x
10"
101, x x x
X x x x
4�_1,10"
7 6 h`�# WIRE
16" I I HIGH TENSILE WIRE) TWISTED �I +I 8'-0"
y �I � � GROUNDi�
2,_7" 1 I 1 LINELi
II II II
16-A —8'-0"MIN
TYPICAL SPACING ALL LINE POSTS
END OR GATE BRACES
2 Five -Strand Wire Fence - CE Crossin
6.10 Not to Scale
4'- 2" PAINTED
FATE
GATE POS
E POST
GROUND LINE
GATE POST ANCHOR J U- 4
Access Gate
IInII
Hv
S"
Bolt Hinge
(2 Required)
3' MIN .
CURVED TO FIT
DIAMETER OF FRAME
—I 18' IN
CURVED TO /
DIAMETERROF OF J
BOLT HING
Hinge Clamp
Detail of Gate
(2 Required)
Post Anchor
Hinge Assembly
GATE POST:
USE CLASS "B" CONCRETE AT GATE POSTS OR
WHERE REQUIRED BY SOIL CONDITIONS. CONCRETE
MAY ALSO BE USED IN LIEU OF SETTING POSTS TO
THEIR MAXIMUM DEPTH.
4 2" Tube 4' Steel Gate
6.10 Not to Scale
GENERAL NOTES:
1. ALL POSTS AND BRACES MAY BE EITHER ROUND OR SQUARE AT
THE OPTION OF THE CONTRACTOR, PROVIDED THE SAME TYPE
IS USED THROUGHOUT THE PROJECT.
2. DIMENSIONS SHOWN ARE THE DIAMETER OF ROUND OR EDGE
DIMENSIONS OF SQUARE POSTS AND BRACES.
3. ERECT LINE BRACES BETWEEN END, CORNER OR GATE POSTS.
PLACE LINE BRACES AT INTERVALS NOT TO EXCEED 300' AND AT
THE END OF THE WIRE ROLL.
4. THE 300' INTERVAL MAY BE REDUCED BY THE ENGINEER ON
CURVES WHERE THE DEGREE OF CURVATURE IS GREATER THAN
3 DEGREES.
5. NOTCH BRACE POSTS 1" MINIMUM FOR HORIZONTAL BRACES.
PLACE TWO GALVANIZED 12d OR THREE GALVANIZED 10d NAILS
AT EACH END OF ALL BRACES.
6. PLACE THE BRACE WIRE AROUND THE POST. DRAW ALL BRACE
WIRE TAUT BY TWISTING BETWEEN EACH POST.
7. INSTALL THE FENCE FACING THE PROPERTY OWNER EXCEPT
THAT ON HORIZONTAL CURVES GREATER THAN THREE DEGREES
(3°) INSTALL THE FENCE TO PULL AGAINST ALL POSTS. SEE
NCDOT STD. 866.02 FOR FENCING AT DITCH CROSSINGS, BREAKS
IN GRADES AND R/W BREAKS.
8. USE LATCH DEVICE APPROVED BY THE ENGINEER. HINGE
ASSEMBLY AS SHOWN IS SUGGESTED. SUBSTITUTION MAY BE
SUBJECT TO APPROVAL BY THE ENGINEER. USED 2" PAINTED
STEEL PIPE FOR GATE FRAME EXCEPT AS SHOWN HERE.
9. ANY COMBINATION OF GATE AND FENCE TYPE MEETING THE
APPROVAL OF THE ENGINEER IS ACCEPTABLE AND IS NOT
LIMITED TO THE EXAMPLES SHOWN HEREON.
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NOTES:
1. USE WIRE A MINIMUM OF 32" IN WIDTH AND WITH A MINIMUM
OF 6 LINES OF WIRES WITH 12" STAY SPACING.
2. USE FILTER FABRIC A MINIMUM OF 36" IN WIDTH AND FASTEN
ADEQUATELY TO THE WIRES AS DIRECTED BY THE ENGINEER.
3. FILTER FABRIC WILL BE BURIED A MINIMUM OF 8" IN THE
GROUND WITH A 4" SKIRT.
4. PROVIDE 5' STEEL POST OF THE SELF -FASTENER ANGLE STEEL
TYPE.
S. INSPECT AFTER EACH RAIN EVENT AND MAINTAIN ACCORDING
TO NCDEQ DESIGN MANUAL.
A. SHOULD FABRIC COLLAPSE, TEAR, DECOMPOSE, OR
BECOME INEFFECTIVE, REPLACE IMMEDIATELY.
B. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND
TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO
AVOID UNDERMINING THE FENCE DURING CLEAN OUT.
C. REMOVE ALL FENCING MATERIALS AND UNSTABLE
SEDIMENT DEPOSITS AND BRING AREA TO GRADE AND
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA
HAS BEEN PROPERLY STABILIZED.
I 6' MAX.
FILTER FABRIC
U U
FILTER
COMPACTED FILL
FLOW .�� i ✓rt ,a,
B I
� I
q STEEL EXTEND FABRIC EL POST
�I �� DEPTH
INTO TRENCH "�"
1 Temporary Silt Fence
6.1 Not to Scale
Plan View
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOT
FILTER OF V DIA.
WASHED STONE
TER FABRIC
(BURY
FLOW
GROUND
WIRE FENCE
AND HARDWARE CLOTH
ce�rinn \/icw
INSTALLATION
REFER TO THE PLANS FOR LOCATIONS AND SPECIFICATIONS. DURING INSTALLATION OF THE SILT BARRIER
OR SILT FENCE, INSPECTTHE INSTALLATION TO DETERMINE IF OUTLETS ARE NEEDED ACCORDING TO THE
CRITERIA SET FORTH IN THE SPECIFICATIONS FOR THE BARRIER AND FENCE. IF THERE ARE QUESTIONS OR
PROBLEMS WITH THE LOCATION, EXTENT, OR METHOD OF INSTALLATION, CONTACT THE ENGINEER,
ARCHITECT, OR RESPONSIBLE PERSONNEL ON THE SITE FOR ASSISTANCE. EROSION CONTROL PERSONNEL
HAVE COPIES OF INSTRUCTIONS AND MAY HAVE PHOTOGRAPHS OF PROPERLY INSTALLED OUTLETS AS AN
AID TO INSTALLATION.
GROUND IF THE SILT FENCE OUTLET IS NOT INSTALLED CORRECTLY THE FIRST TIME, IT WILL HAVE TO BE REBUILT.
DETERMINE THE EXACT LOCATION ON THE GROUND BEFORE COMPLETING INSTALLATION OF THE SILT
FENCE, TAKING INTO CONSIDERATION:
INSTALL THE OUTLET AT THE LOWEST POINT (S) IN THE BARRIER OR FENCE WHERE WATER WILL POND.
INSTALL THE OUTLET WHERE IT IS ACCESSIBLE FOR INSTALLATION, MAINTENANCE, AND REMOVAL.
ALLOW AT LEAST:
15 FEET BETWEEN THE BARRIER OR FENCE AND SINGLE -STORY BUILDINGS.
25 FEET FOR FORK LIFTS BETWEEN THE BARRIER OR FENCE AND MULTIPLE -STORY BUILDINGS.
10 FEET BETWEEN THE BARRIER OR FENCE AND THE TOE OF FILL SLOPES.
MATERIAL SPECIFICATIONS
PHYSICAL PROPERTY
TESTS
REQUIREMENTS
MATERIAL
N/A
POLYETHYLENE
RECOMMENDED COLOR
N/A
"INTERNATIONAL ORANGE"
TENSILE YIELD
ASTM D638
AVE. 2000 LBS. PER 4' WIDE
ULTIMATE TENSILE STRENGTH
ASTM D638
AVE. 2900 LBS. PER 4' WIDE
ELONGATION AT BREAK (%)
ASTM D638
GREATER THAN 1000%
CHEMICAL RESISTANCE
N/A
INERT TO MOST CHEMICALS AND ACIDS
6' MAX. WITH WIRE
ATTACH SAFETY FENCE
TO METAL POSTS USING
METAL WIRE TIES
ORANGE SAFETY FENCE
"T" OR "U" POST ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
DRIVEN MINIMUM OF
18" INTO GROUND ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
II II
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3 6.1 Tree Protection Fencing
Not to Scale
PLACE THE OUTLET SO THAT WATER FLOWING THROUGH IT WILL NOT CREATE AN EROSION HAZARD
BELOW: AVOID STEEP SLOPES BELOW THE OUTLET AND AREAS WITHOUT PROTECTIVE VEGETATION. USE
SLOPE DRAINS IF NECESSARY.
DETERMINE THE LOCATION OF THE OUTLET: FOR A SILT BARRIER, WHEN THE TRENCH IS DUG TO BURYTHE
BOTTOM OF THE FABRIC BECAUSE THE BARRIER WILL BE OMITTED AT THE OUTLET; FOR A SILT FENCE,
WHEN THE WIRE FENCE IS IN PLACE BECAUSE THE FILTER FABRIC WILL BE OMITTED ATTHE OUTLET.
REFER TO THE ILLUSTRATIONS OF THE OUTLET IN THE PLAN.
CLEAR STUMPS AND ROOTS FROM THE LOCATION OF THE OUTLET. CLEAR ADEQUATE ACCESS FOR THE
EQUIPMENT NEEDED FOR INSTALLATION, MAINTENANCE, AND REMOVAL.
—[xi—
SAF
NOTES:
FOR A SILT BARRIER:
FOR A SILT FENCE:
JUST BELOW THE GAP IN THE BARRIER, PLACE A LAYER OF
JUST BELOW THE GAP IN THE BARRIER, PLACE A LAYER
FILTER FABRIC ON THE GROUND TO PROTECT THE SOIL
OF FILTER FABRIC ON THE GROUND TO PROTECT THE
FROM EROSION BY OUTFLOW FROM THE OUTLET; PLACE
SOIL FROM EROSION BY OUTFLOW FROM THE OUTLET
6 INCHES OF THE UPPER EDGE IN THE TRENCH. STAKE THE
PLACE 6INCHES OF THE UPPER EDGE IN THE TRENCH.
REMAINING EDGES OF THE FABRIC TO HOLD IT IN PLACE.
STAKE THE OTHER EDGES OF THE FABRIC TO HOLD IT
IN PLACE.
ALONG THE GAP WHERE THE OUTLET WILL GO, PLACE
STEEL FENCE POSTS FOR STRENGTH. THE POSTS MUST BE
ALONG THE GAP WHERE THE OUTLET WILL GO, PLACE
A MAXIMUM OF 2 FEET APART AND DRIVEN INTO SOLID
ADDITIONAL STEEL FENCE POSTS FOR STRENGTH. THE
GROUND AT LEAST 18 INCHES.
POSTS MUST BE A MAXIMUM OF 2 FEET APART AND
DRIVEN INTO SOLID GROUND AT LEAST 18 INCHES.
PLACE HARDWARE CLOTH (WELDED GALVANIZED SCREEN
WITH SQUARE 1/4 - 1/2-INCH HOLES) ON THE UPHILL SIDE
PLACE HARDWARE CLOTH (WELDED GALVANIZED
OF THE POSTSTO HOLD THE WASHED STONE IN PLACE.
SCREEN WITH SQUARE 1/4-1/2-INCH HOLES) ON THE
PUT 61NCHE5 OF THE BOTTOM OF THE CLOTH IN THE
UPHILL SIDE OF THE POSTS TO HOLD THE WASHED
TRENCH AND FASTEN IT TO THE POSTS WITH LENGTHS OF
STONE IN PLACE. PUT 6INCHES OF THE BOTTOM OF
WIRE.
THE CLOTH IN THE TRENCH AND FASTEN IT TO THE
POSTS WITH LENGTHS OF WIRE.
BURY THE BOTTOM OF THE HARDWARE CLOTH AND THE
UPPER EDGE OF THE FILTER FABRIC BELOW THE OUTLET
BURY THE BOTTOM OF THE HARDWARE CLOTH, THE
IN THE TRENCH AND COMPACT THE FILL.
UPPER EDGE OF THE FILTER FABRIC BELOW THE
OUTLET, AND THE WIRE FENCE IN THE TRENCH AND
PLACE A FILTER OF 1-INCH DIAMETER WASHED STONE ON
COMPACT THE FILL.
THE UPHILL SIDE OF THE OUTLET. PILE THE STONE UP TO
THE TOP OF THE HARDWARE CLOTH AND OVER THE JOINT
PLACE A FILTER OF 1-INCH DIAMETER WASHED STONE
BETWEEN THE OUTLET AND THE BARRIER.
ON THE UPHILL SIDE OF THE OUTLET. PILE THE STONE
UP TO THE TOP OF THE HARDWARE CLOTH AND OVER
THE JOINT BETWEEN THE OUTLET AND THE SILT
FENCE.
2 Temporary Silt Fence Gravel Outlet
6.1 Not to Scale
12" 0 MIN. SUPPORT LOG
OR MUD MAT PLACED
PARALLEL TO BANKS
1. CONSTRUCT STREAM CROSSING WHEN FLOW IS AT NORMAL BASEFLOW.
2. MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS. DO NOT
EXCAVATE CHANNEL BOTTOM.
3. INSTALLSTREAM CROSSING PERPENDICULAR TO THE FLOW.
4. MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION ROAD
DOES NOT ENTER EXISTING CHANNEL.
S. STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE EDGE OF THE
TIMBER MAT.
6. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE
ACCORDING TO EQUIPMENT UTILIZED.
7. TIMBER MAT IS TO BE WIDER THAN BIGGEST PIECE OF EQUIPMENT
CROSSING IT WITH A SOLID DECK & SIDEBOARD TO PREVENT SEDIMENT
LOSS TO STREAM.
8. ALL MATS SHALL HAVE NO GAPS BETWEEN TIMBERS.
TIMBER MATS
CLASS B STONE
Cross Section View
X
TIMBER MATS
TOP OF
STREAM BANK
(TYP)
[xi
X
MAINTENANCE:
CHECK OUTLET FOR EROSION, PIPING, AND ROCK
DISPLACEMENT WEEKLY AND AFTER EACH
SIGNIFICANT (i INCH OR GREATER) RAINFALL AND
REPAIR IMMEDIATELY.
REMOVE THE STRUCTURE AND ANY UNSTABLE
SEDIMENT IMMEDIATELY AFTER CONSTRUCTION SITE
HAS BEEN PERMANENTLY STABILIZED.
SWATER DIVERSION
CHAINNEL
I— S' �I
FILTER FABRIC
Temporary Stream Crossing with Silt Fence - Timber Mat
Not to Scale
?� �SILT FENCE INSTALLED
AT TOP OFON
ALL CORNERSHERS OF OF
TIMBER MATS
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HIGH STRENGTH
DOUBLE STITCHED
"J" TYPE SEAMS.
2"-3" DIAMETER COARSE AGGREGATE STONE
8" MIN. DEPTH
NOTES:
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS.
2. LOCATE CONSTRUCTION ENTRANCE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE
IS STABILIZED. PROVIDE FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT
FLOW OF MUD ONTO STREETS. PERIODIC TOP DRESSING WITH STONE WILL BE
NECESSARY.
4. ENTRANCE WILL BE EXTENDED AS NEEDED TO PROVIDE ADEQUATE SEDIMENT
REMOVAL.
S. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED IMMEDIATELY.
6. USE CLASS A STONE OR OTHER COARSE AGGREGATE APPROVED BY THE ENGINEER.
7. PLACE FILTER FABRIC BENEATH STONE.
8. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN
IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED,
WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
9. REMOVE CONSTRUCTION ENTRANCE UPON COMPLETION OF THE PROJECT AND RETURN
TO PRE -PROJECT GRADES, ELEVATIONS, AND CONDITIONS, UNLESS DIRECTED TO KEEP
CONSTRUCTION ENTRANCE BY LANDOWNER.
T MAX.
SPACING
12'
Construction Entrance
6.1 Not to Scale
1' MIN. OVERLAP IN
DOWNSTREAM DIRECTION
AT MAT ENDS
STAKE (TYP) TOP OF BANK
TOE OF
Materials
Coir Fiber Matting is to be machine -produced mat made of 100%
coconut fiber and must adhere to the specifications listed in the table
above. A hardwood Eco-STAKE"' or similar biodegradable stakes shall
be used to secure matting. No metal staples will be used on this
project.
Construction Methods
The Contractor will install Coir Fiber Matting in locations and to the
widths and lengths as shown on the plans and details or as directed.
Coir Fiber Matting will be secured with wooden stakes and installed at
three (3) feet on center in offset rows to affect a diamond pattern.
Overlap the Coir Fiber Matting at seams a minimum of six inches. Coir
Fiber Matting will be overlapped so that the upstream mat end is on
top of the downstream mat start. Stakes will secure matting at three
foot spacing on the overlapping seams. Coir Fiber Matting will be dry
when installed placed on slopes not too loosely but not in tension.
Prior to mat placement, proposed grades shall be achieved and no
voids will occur in the slope. The area will be treated with soil
amendments and seeding as specified elsewhere in the plans and
specifications. Straw mulch will be used to cover the finished grade to
achieve a 60%coverage on the soil.
TOE OF
Plan View
TOP OF
EROSION CONTROL
MATTING (TYP(
STAKE (TYP) —
Maintenance
1. Inspect coir fiber matting at least weekly and after each
significant inch rain event and repair immediately.
2. Good contact with the ground must be maintained and erosion
must not occur beneath the matting
3. Any areas of the matting that are damaged or not in close
contact with the ground shall be repaired and staked.
4. If erosion occurs due to poorly controlled drainage, the problem
shall be fixed and the eroded area protected.
5. Monitor and repair matting as necessary until ground cover is
established.
Erosion Control Matting
6.1 Not to Scale
1
0.6" J 0.4"
11"
Typical Stake
IMPERVIOUS
(SEEINSET
Is
ACTIVE WORK AREA
INTAKE HOSE
DISCHARGE HOSE
DEWATERING BAG
(SEE INSET "A"I
0 DEWATERING
BAG
IMPERVIOUS DIKE
—�� ( SEE INSET "B")
I I
V SPOUT DEWATERING BAG
HIGH STRENGTH
STRAPPING EXISTING TERRAIN STREAM
FOR HOLDING HOSE
IN PLACE
15' WATER FLOW ----,-------
FROM PUMP
FLEXIBLE
DISCHARGE HOSE
Inset "A"
Dewatering Bag
FILTER FABRIC
8" of CLASS B
— 15'to 20' -
NOTE:
1. PROVIDE STABILIZED OUTLET TO
STREAMBED.
2. DEWATERJNG BAG SHALL BE INSPECTED
AFTER 1 /1" r1R f. RFCTFR RCIR-1I F\/FNT
3' MIN TOP WIDTH
SAND BAG
(24" X 12" X 6")
OR STONE.
IMPERVIOUS
SHEETING
FLOW
10' X 5' STABILIZED OUTLET
USING CLASS B RIPRAP AND
NCDOT TYPE 2 FILTER FABRIC.
(SEE INSET "C")
2 Pump Around System
6.1 Not to Scale
Inset "B"
Impervious Dike
FILTER FABRIC
STABILIZE OUTLET USING CLASS B
RIPRAP TRENCHED INTO EXISTING
GROUND A MINIMUM OF 6". SIZE AND
LOCATION TO BE DETERMINED IN THE
FIELD BY THE ENGINEER.
FLEXIBLE DISCHARGE HOSE FROM
10' MIN. PUMP AROUND PUMP HELD IN PLACE
WITH SAND BAGS AS NEEDED.
Inset IICII
Stabilized Outlet
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