20240038 Ver 1_USACE Permit_20240308

DEPARTMENT OF THE ARMY
U.S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT
ASHEVILLE REGULATORY FIELD OFFICE
151 PATTON AVENUE, ROOM 208
ASHEVILLE NORTH CAROLINA 28801
March 7, 2024
Regulatory Program/Division
Dirk Wilmoth
VP/CFO, A-B Tech
Asheville Buncombe Technical College
340 Victoria St
Asheville, NC 28806
Via Email: [e-mail]
Dear Applicant:
This letter is in response to the Pre -Construction Notification (PCN) you submitted to
the Wilmington District, Asheville Regulatory Field Office on December 22, 2023, for a
Department of the Army Nationwide permit (NWP) verification. This project has been
assigned the file number SAW-2023-02505 and is known as AB Tech Stream
Restoration Project. This file number should be referenced in all correspondence
concerning this project.
A review of the information provided indicates that the proposed work would include
the impact of 1,409 linear feet of streams and 0.014 acre of wetland to conduct
restoration activities. The project/review area is located on the campus of Asheville -
Buncombe Technical College west of Facilities Way, at 89 Facilities Way, at Latitude
35.572441 and Longitude-82.561255; in Asheville, Buncombe County, North Carolina.
We have determined that the proposed work is authorized by Nationwide Permit 27
pursuant to authorities under Section 404 of the Clean Water Act (33 U.S.C. § 1344).
The proposed work must be accomplished in strict accordance with the general permit
conditions, any regional conditions, the special conditions listed in this letter, the
application materials, and the enclosed plans titled AB Tech - Haith Branch and Gulley
Restoration, sheets 0.1 through 6.9, dated December 22, 2023. If the extent of the
project area and/or nature of the authorized impacts to waters are modified, a revised
PCN must be submitted to this office for written approval before work is initiated. Any
violation of permit conditions or deviation from your submitted plans may subject the
permittee to enforcement action.
This verification is valid until March 14, 2026, unless prior to this date the subject
NWP(s) is suspended, revoked, or is modified such that the activity no longer complies
with the terms and conditions of this NWP. If you commence or are under contract to
commence this activity before the date that the relevant NWP is modified or revoked,

you will have 12 months from the date of the modification or revocation of the NWP to
complete the activity under the present terms and conditions of this NWP.
Project Specific Special Conditions:
In order to avoid/minimize effects to federally endangered/threatened species,
tree clearing activities must be conducted outside the Northern Long Eared Bat
summer roosting season. All tree clearing activities shall commence between
October 15th and April 1st.
This NWP verification does not preclude the necessity to obtain any other Federal,
State, or local permits, licenses, and/or certifications, which may be required.
If you have any questions related to this verification or have issues accessing
documents referenced in this letter, please contact Mitchell Anderson, Regulatory
Specialist of the Asheville Regulatory Field Office at 828.271.7980 ext 4231, by mail at
the above address, or by email at Mitchell. [e-mail]. Please take a
moment to complete our customer satisfaction survey located at
https://regulatory.ops.usace.army.miI/customer-service-survey/.
Sincerely,
0 1,
Mitchell Anderson
Regulatory Specialist
Enclosures
Cc (w/enclosures)
Jessica Waller, Wildlands Engineering (via [e-mail])

Compliance Certification Form
File Number: SAW-2023-02505
County: Buncombe
Permittee: Asheville Buncombe Technical College, Dirk Wilmoth
Project Name: AB Tech Stream Restoration Project
Date Verification Issued: 3/7/2024
Project Manager: Mitchell Anderson
Upon completion of the activity authorized by this permit and any mitigation required by
the permit, sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
Wilmington District
Attn: Mitchell Anderson
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, North Carolina 28801
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S.
Army Corps of Engineers representative. Failure to comply with any terms or conditions
of this authorization may result in the Corps suspending, modifying or revoking the
authorization and/or issuing a Class I administrative penalty, or initiating other
appropriate legal action.
hereby certify that the work, and mitigation (if applicable), authorized by the above
referenced permit has been completed in accordance with the terms and conditions of
the said permit including any general or specific conditions.
Date Authorized Work Started:
Completed:
Describe any deviations from permit (attach drawing(s) depicting the deviations):
*Note: The description of any deviations on this form does not constitute approval by the Corps.
Signature of Permittee
Date

:.
Project Parcels
Q Assessment Area
® Wetlands
0 EvD2 - Evard-Cowee complex, 15-30% slopes, moderately eroded
1
0 TaC - Tate loam basin, 8-15% slopes
0 UhE - Udorthents-Urban land complex, 2-50% slopes
Stream - Perennial
Stream - Intermittent
Stream - Ephemeral
Non -Project Streams
Existing Culverts
O Stream Classification Point (SCP#)
O Wetland/Upland Data Point (DP#)
[K. @
0
o IRP3
D
%Xk*� WILD LAND S
ENGINEERING
Wetland B � i
acres
x DPl
SCP2
UTi
Perennial
69 LF
SCPi
HaiM Branch
Perennial
1669 LE
Ilk
Figure 4 Soil Map
AB Tech - Haith Branch and Gulley Restoration
French Broad River Basin 06010105
0 50 100 Feet
I I t Buncombe County, NC

lips —
Project Parcels
Limits of Disturbance (4.7 acres) .
® Existing Wetlands
0 Wetland Impact -Permanent
Wetland Impact - Temporary
Perennial Project Stream
Ephemeral Project Stream
Stream Impact - Permanent
Stream Impact - Temporary
Non -Project Streams
si:
sz:
S1: Relocation
S2:
WILD LAND S
ENGINEERING
W2:
S3: Bank St
' S2: Bank Stabilization
Si: Relocation
Welt
00,00,11.W1: Stream A MOM,
Relocation
S2: Bank Stabilization
.1
S2: Bank Stabilization
S1• Relocation
a`�r�tQ` Si: Relocation
Figure 5 Aquatic Resource Impact Map
AB Tech- Haith Branch and Gulley Restoration
French Broad River Basin 06010105
0 50 100 Feet
I I I Buncombe County, NC

AB Tech - Haith Branch and Gulley Restoration
Buncombe County, NC
Vicinity Map
Not to Scale
PERMITTING SET
BEFORE YOU DIG!
CALL NE-CALLCEN E ISSUED DECEMBER 22 2023
N.C. ONE -CALL CENTER �
IT'S THE LAW!
Sheet Index
Title Sheet 0.1
Project Overview 0.2
Notes and Symbols 0.3
Typical Sections 0.4
Haith Gully - Plan & Profile Sheets 1.0-1.3
Haith Branch - Plan & Profile Sheets 2.0-2.6
Planting Tables
3.1
Planting Sheets
4.0-4.4
Erosion and Sediment Control Sheets
5.0-5.5
Details 6.1-6.9
Project Directory
Engineering:
Wildlands Engineering, Inc
License No. F-0831
167-B Haywood Rd
Asheville, NC 28806
Julie Bernstorf, PE, Project Engineer
828-774-5547
Surveying:
Wildlands Engineering
Lidar
Owner:
AB Tech (Landowner)
RiverLink (Project Owner)
Renee Fortner

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General Stream, Wetland and Adjacent Construction
General Sequencing Protocol
1. Prior to construction within a reach, the Engineer will walk the site with Contractor and flag transplant vegetation material if necessary.
Transplant material shall be handled to maximize potential success of reestablishment. Contractor shall review a refined sequence of work with
Engineer for reach and shall obtain approval by Engineer.
2. In general, adjacent floodplain and wetland grading should be completed within the work area before stream work within the work area is started.
3. Work shall generally occur from upstream to downstream, taking care not to have active stream construction discharging into completed stream
construction reaches.
4. 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. All in -stream work should be completed in the dry except work on Jones Creek where a stream diversion may be utilized. Pump around system or
diversion shall be installed and functional prior to stream disturbance and execution of tie-ins. The Contractor shall operate and maintain the pump
around or stream diversion system continuously until the disturbed in -stream area is stabilized. Pump around and diversion locations have been shown
on the erosion control plan sheets, but may be shifted to accommodate the flow of construction with Engineer approval.
6. In -stream work should not be attempted on active streams during high flow events.
7. Where feasible, more than one offline section may be constructed concurrently. Offline sections shall be tied online sequentially from downstream
to upstream. Refer to pump around system and stream diversion notes for other tie-in requirements.
8. Prepare floodplain for seeding by applying stockpiled topsoil to any areas of floodplain that have been cut below the topsoil horizon between
bankfull (top of bank) and the top of terrace or grading limits, ripping, and raking/smoothing and following other plan and specification instructions.
Seed with specified temporary and permanent seed mix and mulch. Any areas within the conservation easement that have not been graded with topsoil
shall be treated according to the planting plan.
9. Backfill from upstream to downstream when possible; never backfill existing channels out of sequence or while they contain active flow. All
non-native, invasive species shall be treated and/or removed from the old channel prior to backfilling. Backfill abandoned channel sections with
stockpiled soil. Seed and mulch any backfill sections before proceeding to next phase. All backfilling must be completed as indicated in the plans or as
directed by the Designer. Critical backfill areas should have material placed in 12 inch lifts and compacted with available machinery. Always remove
invasive vegetation from channel area before backfilling.
10. Perform any necessary clearing and grubbing in phases as work progresses. Note that clearing and grubbing should only proceed a distance ahead
of in -stream work that can be stabilized by the end of the workday. In cases where clearing and grubbing may result in erosion and sedimentation to
the stream channel, a pump around or stream diversion system is required to be in place until all cleared and grubbed areas are stabilized. Remove or
restabilize all fine material that may be washed downstream prior to returning flow to channels. Bank vegetation and vegetation immediately adjacent
to live channels shall be left undisturbed as long as possible.
11. As work progresses, remove and stockpile topsoil, approximately the top three (3) inches of soil, from the active grading area. Stockpiled topsoil
shall be kept separate for onsite replacement prior to floodplain seeding. No topsoil and/or cut shall be stored outside the limits of disturbance.
12. All haul roads and active work areas shall be monitored for sediment loss daily. In the event of anticipated sediment loss, divert water off haul
roads into grassed strips, install silt fence or other acceptable sediment and erosion control practices to reduce velocities and trap sediment. In area
where temporary diversions or barriers are necessary when roads are not in use, wattles may be used.
Channel and Structure Construction
1. Construct stream reaches according to the typical sections and profiles in the planset or as directed by the Designer.
2. Transfer coarse material from abandoned channel riffles to new channel riffles. Various types of constructed riffles are specified on the plans.
Contractor shall build the specific types of constructed riffles and cascades at locations shown on the Plans. Changes in constructed riffle type must be
approved by the Designer.
3. Install structures and in -bank bioengineering after channel grading is completed.
4. Apply seed (with appropriate seed mix), soil amendments as directed by the Engineer, and straw mulch to areas where the coir fiber matting is to
be installed. Install coir fiber matting.
5. Seed and/or sod, mat, and mulch floodplain areas according to plans and details.
6. Once disturbed areas and exposed streambank are stabilized, remove pump -around system, if used, and progress to the next phase.
7. Plant live stakes (dormant season) and herbaceous plugs (growing season) on stream banks according to planting details and specifications. Plant
bare roots (dormant season) in the floodplain according to the planting plans.
Existing Features
-
-TB - -
Parcel Boundaries
Existing Top of Bank
Existing Thalweg
- - - - - - - - - - - - - - - - - - Existing Major Contour
------------------ Existing Minor Contour
0
Existing Wetlands
Existing Sewer Pipe
Existing Pipe
Existing Tree
Existing MSD Road
Proposed Features
NUMBERS
011111111112
AMINES
0
Proposed Rock Drop
See Detail 3, Sheet 6.2
Proposed Log Sill
See Detail 4, Sheet 6.2
Proposed Cascading Riffle
See Detail 3, Sheet 6.1
Proposed Constructed Riffle
See Detail 1, Sheet 6.1
Proposed Chunky Riffle
See Detail 4, Sheet 6.1
Proposed Woody Riffle
See Detail 2, Sheet 6.2
Proposed Rock Toe Protection
See Detail 2, Sheet 6.3
Proposed Brush Toe
See Detail 3, Sheet 6.3
Proposed Features Erosion Control Features
Proposed Tree Save
See Detail 1, Sheet 6.3 Proposed Stockpile
See Detail 3, Sheet 6.6
® Proposed Remove Tree
Proposed Haul Road
10+00 See Detail 2, Sheet 6.5
- - Proposed Stream Alignment
- - - Proposed Bankfull Proposed Safety Fence
SAF SAF SAF See Detail 2, Sheet 6.7
o Proposed Major Contour Proposed Silt Fence
Proposed Minor Contour [X] [X] [X] See Detail 2, Sheet 6.6
Proposed Temporary Stream Crossing -
�� Timber Mat -See Detail 1, Sheet 6.7
I
Proposed Construction Entrance
See Detail 4, Sheet 6.7
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ELEV = 2030.17 ELEV = 2029.88 ELEV = 2029.44 ELEV = 2028.15
PROFILE — AREA 1
2040
2045
2040 2035
2035 2030
2030 2025
2025 2020
0+40 0+10
XSC-2 XSC-3
STA.5+22 STA.5+57
SECTION VIEWS
0' 10,
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FILL: 25 YD^3
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2040
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2025 ----- EXISTING GROUND
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PROFILE - AREA 2
2035
2030
2025
2020
2015
XSC-2 0+40
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SECTION VIEWS
2035
2030
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2015
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PROPOSED
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- 2010
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PROFILE - AREA 3
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2015 2015
2010 2010
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_ _'--i--�-,- TB�`
o `�-----' -- - - z004
i - _
�--- zoo - --
zoos 7 - ---
-.-. _ zoos \
----` _
:_ -'' _;
' - o
,
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ssMy�VS ASS sss5,' ssss sss5-,— _\ s ssJ ss�s QSs��=lssTss�SSl-bt�SS—'gS oSS`r—ss
"77,1
j � 2
= — --- PLAN VIEW - AREA 4A
2015
2010
2005
2000
1995
0+00
START RESTORATION AREA
STA:12+06
XSC-1
STA.11+46
0 00 00
m M
N
c-I
T
+ W +
N N
N+o 'oro�
+
N N
N
c +
II N I I
N I I
N II
F II F
u F
H F
W
W
2005
2000
1995
1990
1985
12+00
STA =
ELEV = 21
2015 2015
2010 2010
2005 2005
2000 2000
1995 1995
0+25 0+10
d
N
N
N
+
O +
Oj '-I
O M IAA
m m
1>1
m w
EXISTING,
W W
GROUND \
f
I BANKFPROPOULLD
STA =12+33
ELEV = 2000.81 STA =12+57 STA = 12+92
STA = 12+29 ELEV = 2000.18 ELEV = 1999.27 STA =13+27
ELEV = 2000,81 PROPOSED ELEV = 1997
STA = 12+49 STA = 12+78 GRADE
ELEV = 2000.18 ELEV = 1999.27 STA =13+17
ELEV = 1997.97 STA =
STA = 12+22 12+50 13+00 ELEV = 1
ELEV = 2001.09 PROFILE VIEW - AREA 4A
XSC-2
STA.12+51
2015 2015
2010 2010
2005 2005
2000 2000
1995 1995
0+50 0+10
XSC-3
STA.12+69
LU17 2015
2010 2010
2005 2005
2000 2000
1995 1995
0+50 0+10
SECTION VIEWS
0' 10, 20' 30'
-- (HORIZONTAL)
- .XSC-5 _ Q
:------" $ _ Zz 4o
p5 Qrc��d
-007 __�003 OOl-�7 7:OU -- 00I-
v ; '' -
�s
--------------------
�W
z
�{
1997
- T$- ---- _- 1998
yW v
2002
4A
I
+'
` Y 1C_---SSS—SS-TSS_-
`---- -- -----------
O
- -------'
---_-
--
-
N.____ _'--
_ _________
_______
' ___ ,
' ``'-
_ -_
— —----------- _
----_
N O
+ m a N ,O1y ti co m^ oo m a^ v m m y U
N m 0�1 ,m-I ,m-I � em+-I 00i• 100) T T V W
u� u� a °'-I' a °'-I' ,SJ�
J W W N W LAN LA
W LAO
W W W W W W W
1 u
�
u
'+
2005
--
--
-42%
-2.9J
-2.Sra
2000
STA =13+77 STA =13+93
ELEV = 1995.71
ELEV = 1995.49
STA =14+22 1990
FQ
-_STA = 13+48
STA = 13+63
ELEV - 1996.33
STA =ELEV
STA = 13+89
ELEV = 1995.20
ELEV = 1996.98
= 99199 5.71
ELEV = 1995.50
1985
13+50
STA =
14+00
STA = 14+05
14+30
99
ELEV = 1996.34
ELEV = 199995.23
— -Al
2010 2010
2005 2005
2000 2000
1995 1995
XSC-4 0+50 0+55 0+15
STA.13+10 XSC-5
STA.13+61
CUT: 284 YD^3
FILL: 175 YD^3
AREA 4A & 4B NET CUT/FILL: 109 YD^3 CUT
2015
2010
2005
2000
1995
0+50
PROPOSED GRADE
EXISTING GROUND
I
0
cd
u
ro cd
W

- XSC-6 _
E ��-001-�001-OOI
-»-SS S5_SS-SS
- `-----------=-�� _`__` --_ _ --
--- --- --- _---
i
0.
-- ---- ------
XSC-] (HORIZONTAL)
--- O
>
I
-
- - -_ -- ---- - - _ ^
_Z o
-�_ � \ ' � � XSC- ____. -_' __-____-'"
po
1995_ i1iA 1995 .1995 I\ / (ham(_ i / 1995-'----- - --------- (/ l0
(`
EXISTING UTl (BACKFILL) EXISTING UT2 (BACKFILL) Col I W
-------------
XS 0
Q¢
1y jtl5 o Cl S1
00
Is
- dtl CONFLUENCE BEGIN-`: `' \ \;`'`.. OOI - - (JpSS
�IXI USING LOWER HAITH - _ ♦\� - -
X BRANCH TYPICALS
I END WORK ---" __ = A. 1 +11
EA 4B
\ _
---- dy �� I � 1 STAR
11 - O
--. --- Ar
Ig
\ s
-- --- _ - _ ------ --- ; ----_ -- S
-- ---_ -` _ . --_
1{I---
----------\
-YOD --'- ---- __ -- -
---- -- - -
ad
'�--- lOII�l� LODE - -- `-- - ----- � _- __ `---- '- .------ `- `---- - _ --- _ ' 1' S dtl5 `- `l I � \`,,� � l--I w
=_ \
L00
-- T- LOD
- - 99a,_ �o O
LQD D L
-' - -
_
_
L OD _ n
_ _ LODt-LO Q LOUD -I n - d
DDT- --�
_
P
�_ ---- -_ �------- LAN VIEW -AREA 4B
MNVRF-I-II I NN.-II I NV'FI-I I O.VW-IlII I NeaHV-lI V.WII VraHVIl 00>JI0I1 OVeVaH1l O'>IOI rHal >II 'aH-I OWIIl eaNH O>IlI II OWHl cMa~I-I I Or>ll aMa-II I O'w-lI eNIyI Oe>wHl 'v~-iI CO 0ev~0
1p VYi OW0 NrVH1 J N.O'Wl.II Y HMW rNH 'WII II cw-I V1 O>IlI
^aHVI 0\W>OI0I
Fp > + Ol + +I } O +} } N +Nl}l V C+ } } lO+ ++ } lP M N } 10
¢+�O>IDI aII c�IyI } +Ol + e+a, Ol Ol II
co
rl 00 10 00 ^O^y
OML^p�DO
Na ~a a II a H a,> a a IIH > I>I
H> >
W l
,Fy+VcC�d
Fcd��^B'++I
�J
> VI W V~I W V~I W U
w w W w x
200s w , 20C +
PROPOSED ti
2000 BANKFULL 20(
-1.5% _-3.1% �-
1995 -- -- -- --- --- 3.1% _ - 3.9% _ _ -3.9% -3.5% 19�
1990 ELEV = 19916 19l
GRADE CJ
STA = 15+43
.
1980 STA =15+10 STA =16+20 19!
ELEV = 1992.82 STA - 199 STA =16+03 EXISTING STA 1 16+87 87.14
14+30 14+5 15+00 15+50 ELEV = 1991.21 16+0 ELEV = 1990.35 ELEV = 1989.84 16+50 GROUND ELEV = 1987.14 17+0 1 +13 �4
STA =14+63 STA = 15+03 STA = 15+40 STA =15+68 STA =15+97 STA = 16+13 STA = 16+68
ELEV = 1994.60 ELEV = 1991.97 ELEV = 1991.22 ELEV = 1990.36 ELEV = 1989.85 STA =16+91
STA = 14+36 ELEV = 1992.82 ELEV = 1987.75 ELEV = 1987.13
ELEV = 1995.18 STA = 199 STA =14+91 STA =15+57
ELEV = 1994.62 STA =15+86 STA = 16+75 STA = 16+98
STA =14+41 ELEV = 1993.37 ELEV = 1991.56 ELEV = 1990.77
ELEV = 1995.17 81 STA = 15+53 STA = 16+39 ELEV = 1987.74 ELEV = 1986.72 END
STA =14+STA - 15 82
ELEV = 1993.38 STA =15+28 STA =15+31
ELEV = 1992.13 ELEV = 1992.12
2010
2005
2000
1995
1990
0+00
+ ELEV = 1988.90 STA =17+03 RESTORATION
ELEV = 1991.57 ELEV = 1990.78 AREA 4
STA = 16+46 ELEV = 1986.72
ELEV = 1988.88 STA:17+11
PROFILE VIEW - AREA 4B
CUT: 284 YD^3 PROPOSED GRADE
FILL: 175 YD^3 EXISTING GROUND
AREA 4A&4BNET CUT/FILL:109YD^3CUT -----
2000
1995
1990 3 ,
1985 �(^ ')
1980
0+50 0+00 0+50 0+00 XSC-8 0+50 0+00 0+50 0+60 m z w
xsc-6 xsc-7 xsc-9
STA.15+7oSTA.14+30 STA.15+00 SECTION VIEWS s ^ a o &
STA.16+59
2000 1995
20&5
2000 2000
1995 1995
1990 1990
1985 1985
2005 2000
2000 1995
1995 1990
1990 1985
1985 1980

1995
1990
1985
1980
1975
+ m
n
START RESTORATION AREA 5 m
STA.17+32
a II
1995
1990
1985
1980
1975
-, 001 �= 00 -- -- ----- -- ----
1 � GOI —�-� 001 Odle XSC-3 XSC-4 --
EF 2.6 ;- -- 0 vI
6
a II a II
> N w
w it
---- --- _. 0'
10' 20'
30'
(HORIZONTAL)
V]
-- _
2
z 0
m
301-- __
O�\
11
'✓
o"
_
I WORK AREA 5
1
.18+93
_ --
PLAN VIEW - AREA 5
0 00 0 .-I N m �^ m y 'n .H n m
ui + + + r +
o Lq
^ ti a •o0-I m ,a0, °.-I° m °w oo END RESTORATION AREA 5
u .O1-I a .�-I II `� II a r°1-I ° 'H II H STA. 18+93
a
v~i >
w w w
PROPOSED,
w w BANKFULLI
17+25 / 17+
STA =17+55 J/ STAA = 17+65 J
ELEV = 1985.46 ELEV = 1985.45
1995 1995
1990 1990
1985 1985
1980 1980
1975 1975
0+00 0+50 0+10
XSC-1 XSC-2
STA.17+82 STA.17+98
18+00 ELEV = 1983.88
STA = 17+81 [STA = 17+89
ELEV = 1984.81 ELEV = 1984.80
0+50 0+60 0+10
SECTION VIEWS
1995
1990
1985
1980
r 1975
18+50 STA = 18+75 19+00
ELEV = 1982.27
STA = 18+66
ELEV = 1982.29
0+50
XSC-3
STA.18+19
1995 1995
1990 1990
1985 1985
1980 1980
1975 1975
0+70 0+10
CUT: 63 YD^3
FILL: 43 YD^3
AREA 5 NET CUT/FILL: 20 YD^3 CUT
PROPOSED GRADE
----- EXISTING GROUND
0+50
XSC-4
STA.18+26
1995
1990
1985
1980
1975
0+70
I
I
O
I

i
E I
o ZONE 1 - STREAMBANK PLANTING: LIVESTAKES, PLUGS, &
RIPARIAN SEED
\ \ \ \ ZONE 2 - FLOODPLAIN PLANTING: CONTAINER PLANTS,
I
\ \ \ BARE ROOTS, & RIPARIAN SEED
l
000ZONES-WETLANDPLA TING:TEMPORARY INUNDATION
000000O
WO O O O LAND AND PLANTING
\
00�
INVASIVE SPECIES REMOVALI(\REA
/
O
LIVESTAKES - SEE DETAIL 2, SHEET 6.4
\
PLUGS - SEE DETAIL 2, SHEET 6.4
CONTAINER PLANTS - SEE DETAIL 3, SHEET 6.4
FT
_ _ I
✓/ I \� i I � I I � —7
BARE ROOTS - SEE DETAIL 1, SHEET 6.4 \\ 00 - /v00
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10
SHEET 4.2
y
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0' 50' 100' 150'
(HORIZONTAL)
P�

ZONE 1- STREAMBANK PLANTING: LIVESTAKES, PLUGS, &
RIPARIAN SEED
ZONE 2 - FLOODPLAIN PLANTING: CONTAINER PLANTS,
BARE ROOTS, & RIPARIAN SEED
0-0-0 O O ZONE 3- WETLAND PLANTING: TEMPORARY INUNDATION
000000 000 AND SHALLOW/DEEP WETLAND PLANTING
INVASIVE SPECIES REMOVAL AREA
PLANTING NOTES -
1. THE MSD ROAD WILL REMAIN OPERATIONAL, BUT THE TEMPORARY HAUL ROAD FROM THE MAINTENANCE BUILDING
ALONG THE GULLEY AND CROSSING HAITH BRANCH WILL BE DECOMMISSIONED AND PLANTED ACCORDING TO HATCHES
2. ALL IMPACTED AREAS SHALL HAVE RIPARIAN SEED AND TEMPORARY SEED AND STRAW SPREAD -A HATCH IS NOT DRAWN
TO INDICATE THIS
LIVESTAKES - SEE DETAIL 2, SHEET 6.4
PLUGS - SEE DETAIL 2, SHEET 6.4
CONTAINER PLANTS - SEE DETAIL 3, SHEET 6.4
BARE ROOTS - SEE DETAIL 1, SHEET 6.4
0' 20' 40' 60'
(HORIZONTAL)
r.
m

ZONE 1- STREAMBANK PLANTING: LIVESTAKES, PLUGS, &
RIPARIAN SEED
ZONE 2 - FLOODPLAIN PLANTING: CONTAINER PLANTS,
BARE ROOTS, & RIPARIAN SEED
000000000 ZONE -WETLAND PLANTING: TEMPORARY INUNDATION
O O O O O AND SHALLOW/DEEP WETLAND PLANTING
INVASIVE SPECIES REMOVAL AREA
LIVESTAKES - SEE DETAIL 2, SHEET 6.4
PLUGS - SEE DETAIL 2, SHEET 6.4
CONTAINER PLANTS - SEE DETAIL 3, SHEET 6.4
BARE ROOTS - SEE DETAIL 1, SHEET 6.4
PLANTING NOTES -
1. THE MSD ROAD WILL REMAIN OPERATIONAL, BUT THE TEMPORARY HAUL ROAD FROM THE MAINTENANCE BUILDING
ALONG THE GULLEY AND CROSSING HAITH BRANCH WILL BE DECOMMISSIONED AND PLANTED ACCORDING TO HATCHES
2. ALL IMPACTED AREAS SHALL HAVE RIPARIAN SEED AND TEMPORARY SEED AND STRAW SPREAD -A HATCH IS NOT DRAWN
TO INDICATE THIS
I
0' 20' 40' 60'
(HORIZONTAL)
O
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0
cn
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ZONE 1- STREAMBANK PLANTING: LIVESTAKES, PLUGS, &
RIPARIAN SEED
\ ZONE 2 - FLOODPLAIN PLANTING: CONTAINER PLANTS,
BARE ROOTS, & RIPARIAN SEED
0-0-0 O O ZONE 3- WETLAND PLANTING: TEMPORARY INUNDATION
000000000 AND SHALLOW/DEEP WETLAND PLANTING
INVASIVE SPECIES REMOVAL AREA
PLANTING NOTES -
1. THE MSD ROAD WILL REMAIN OPERATIONAL, BUT THE TEMPORARY HAUL ROAD FROM THE MAINTENANCE BUILDING
ALONG THE GULLEY AND CROSSING HAITH BRANCH WILL BE DECOMMISSIONED AND PLANTED ACCORDING TO HATCHES
2. ALL IMPACTED AREAS SHALL HAVE RIPARIAN SEED AND TEMPORARY SEED AND STRAW SPREAD -A HATCH IS NOT DRAWN
TO INDICATE THIS
LIVESTAKES - SEE DETAIL 2, SHEET 6.4
PLUGS - SEE DETAIL 2, SHEET 6.4
CONTAINER PLANTS - SEE DETAIL 3, SHEET 6.4
BARE ROOTS - SEE DETAIL 1, SHEET 6.4
N
0' 20' 40' 60'
(HORIZONTAL)
O
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ZONE 1- STREAMBANK PLANTING: LIVESTAKES, PLUGS, &
RIPARIAN SEED
ZONE 2 - FLOODPLAIN PLANTING: CONTAINER PLANTS,
BARE ROOTS, & RIPARIAN SEED
000000000
0o0o0o00ZONE 3 - WETLAND PLANTING: TEMPORARY INUNDATION
o0 0 0
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666M INVASIVE SPECIES REMOVAL AREA
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1. THE MSD ROAD WILL REMAIN OPERATIONAL, BUT THE TEMPORARY HAUL ROAD FROM THE MAINTENANCE BUILDING
LIVESTAKES - SEE DETAIL 2, SHEET 6.4 ALONG THE GULLEY AND CROSSING HAITH BRANCH WILL BE DECOMMISSIONED AND PLANTED ACCORDING TO HATCHES
2. ALL IMPACTED AREAS SHALL HAVE RIPARIAN SEED AND TEMPORARY SEED AND STRAW SPREAD - A HATCH IS NOT DRAWN
PLUGS -SEE DETAIL 2, SHEET 6.4 TO INDICATE THIS
CONTAINER PLANTS - SEE DETAIL 3, SHEET 6.4
BARE ROOTS - SEE DETAIL 1, SHEET 6.4
•
20' 40' 60'
(HORIZONTAL)

I
N 1
I
I
1
\
0' 60' 120' 180' \
(HORIZONTAL)
o D
(301
LOD = 5.6 ACRES
Temporary Seeding (2.2 ACRES)
Pure Live Seed
Approved
Dates
Species Name
Common Name
Stratum
Density
(lbs/acre)
Aug 15 - May 1
Seca/e cerea/e
Rye Grain
Herb
80
May 1 -Aug 15
Setanaita/ica
German Millet
Herb
50
-'- --LJ --
SEE GENERAL NOTES AND SYMBOLS (SHEET 0.3)
FOR OTHER SYMBOLS NOT IN THIS LEGEND
PROPOSED CONSTRUCTION ENTRANCE
SEE DETAIL4, SHEET 6.7
PROPOSED SILT FENCE
SEE DETAIL 2, SHEET 6.6
PROPOSED TEMPORARY CROSSING
SEE DETAIL 1, SHEET 6.7
PROPOSED ACCESS PATH
L —J SEE DETAIL 2, SHEET 6.5
PROPOSED STOCKPILE/STAGING AREA
SEE DETAIL 3, SHEET 6.6
EXISTING MSD ROAD
LOD LOD PROPOSED LIMITS OF DISTURBANCE
SAF SAF PROPOSED TREE & WETLAND PROTECTION FENCING
SEE DETAIL 1, SHEET 6.3 AND DETAIL 2, SHEET 6.7
3 18 c
It
0
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0
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W
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------ ----= ---- w
W
I
G
Lc

SEE PROFILE
FOR LENGTH OF RIFFLE
B
TOP OF BANK T P
3" TO 6" DIAMETER WOODY DEBRIS
WORKED INTO RIFFLE SUBSTRATE MICRO POOL HABITAT
BEHIND LARGER WOODY DEBRIS
TOE OF SLOPE
(TYP)
HEAD OF RIFFLE ELEVATION
POINT PER PROFILE RIFFLE BOTTOM
A A' WIDTH PER
TYPICAL SECTIONS
RIFFLE MATERIAL
FLOW
SEE PROFILE Section A -A'
FOR LENGTH OF RIFFLE
TAIL OF RIFFLE ELEVATION
POINT PER PROFILE
EXTEND RIFFLE B
MATERIAL ON J 3" TO 6" BRUSHY MATERIAL
SIDE SLOPES Plan View B, A A' TOP OF BANK (TYP) WORKED INTO ROCKY SUBSTRATE
RIFFLE
TYPICAL MIX SHALL BE OF TYPE V� TOE OF SLOPE(TYP)
SPECIFIED ON RSC OR STREAM ij
SEQUENCE DETAIL
TYPICAL MIX SHALL BE OF TYPE RI WIDTH PEFFLE R FLOW %(
SPECIFIED ON RSC OR STREAM TYPICAL SECTIONS �� 0 0 0
SEQUENCE DETAIL LOG EXPOSED 1" TO 3" ABOVE
RIFFLE MATERIAL FINISHED RIFFLE ELEVATION
12" MIN. RIFFLE INVERT PER PROFILE TOE OF SLOPE (TYP) Section B-B'
i�/i /��� TOP OF BANK (TYP)
EXTEND RIFFLE �i TOP OF BANK (TYP) B' MICRO POOL HABITAT NOTES:
�^C:�.N.�.N.�.CC� BEHIND LARGER
MATERIAL ON WOODY DEBRIS 1. USE SMALLER DIAMETER
Profile A -A' SIDE SLOPES Section B-B' WOOD FOR SMALLER
CHANNELS.
Plan View 2. WOOD SHALL COMPRISE 20
To 50 % OF THE RIFFLE
SURFACE AREA.
Constructed Riffle r2-\Woody 2-WoodyRiffle
5.1 Not to Scale CR-CR CR-w 6.1 Not to Scale
ADD BRUSH OR
WOODY
REVETMENTS AS
DIRECTED FOR
VISUAL INTEREST CR-CH
LENGTH VARIES PER PLAN AND DIVERSITY CR-CA
SELECT
RIFFLE GRADE CONTROL
MIX B MATERIAL
CHUNKY MATERIAL:
TOP OF BANK (TYP) CLASS 1 STONE
OR SALVAGED
RIFFLE ONSITE BOULDERS
TOE OF SLOPE ( P) MATERIAL MIN 0.5'x1'x1.5' SEE PLAN/PROFILE FOR LENGTH
TAIL OF RIFFLE CHUNKY MATERIAL:
ELEVATION POINT 3" MAX PLACE TO MAINTAIN
y.� FLOW THALWEG WITHIN
PER PROFILE CENTRAL OF CHANNEL
RIFFLETHICKNESS TOP OF BANK (TYP)
B'
HIGH DENSITY GRADE CONTROL ��i���j�i�;i�;ij��jjj;���� FROM TABLE
MATERIAL AT HEAD AND TAIL OF
HEAD OF RIFFLE RIFFLE (IN GLIDE AND RUN) TOE OF SLOPE (TYP)
ELEVATION POINT Profile A -A'
PER PROFILE HEAD OF RIFFLE TAIL OF RIFFLE
ELEVATION POINT ELEVATION POII
MICROPOOLS FLOW PER PROFILE PER PROFILE
B, NOTES:
TOE OF
INTERMITTENTLY WORK GRADE • CONTRACTOR SHOULD INCORPORATE MICRO POOLS SLOPE A q'
Plan View CONTROL SIZE MATERIAL INTO BANKS AND OTHER POOLS AS FEASIBLE FOR SLOPE AND RIFFLE ELEVATION
UTILITY CONFLICTS PER PROFILE
• DESIGNER TO DIRECT AND OVERSEE
• WHERE NECESSARY INCORPORATE ROCK DROPS PER
DETAIL INTO CASCADING RIFFLE TOP OF BANK g
• GRADE CONTROL MATERIAL CONSISTS OF
SELECT RIFFLE MIX BOULDERS, SEE SPECS. \ Plan View
GRADE CONTROL
18" AVG THICKNESS
MATERIAL, MAX RIFFLE INVERT PER PROFILE ADJUSTTO AVOID UTILITY CONFLICTS
PROTRUSION PER SPECS Section B-B'
OR DESIGNER TOP OF BANK (TYP)
NOTES:
1. CHUNKY MATERIAL ELEVATION
Section A -A' SHALL BE 0" TO 3" ABOVE
Section B-B' RIFFLE MATERIAL BASED ON
ENGINEER'S DISCRETION.
�ascading Riffle 4 Chunk Riffle
6.1 Not to Scale 6'1 Not to Scale
Q
z�
e
29[o
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aW
0
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z
A
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EXISTING FLOODPLAIN
DITCH TOP OF BANK
EXISTING DITCH
PLANT LIVESTAKES, HERBACEOUS PLUGS,
AND AVAILABLE TRANSPLANTS IN BACKFILLED
DITCH AREA.
BACKFILL EXISTING DITCH TO ADJACENT
CONSTRUCTED FLOODPLAIN ELEVATION.
GRADE AT LOW SLOPE (0.2%) TO MAINTAIN
POSITIVE DRAINAGE TOWARD STREAM CHANNEL.
�gA1lT_l R�
APPLY WETLAND SEED
M IX AN D EROSION
CONTROL MATTING TO
BACKFILLED DITCH AREA.
TIE TOP OF DITCH TO
FLOODPLAIN GRADING
AS SHOWN IN PLANS OR
AS DIRECTED
CONSTRUCTED STREAM
AND FLOODPLAIN GRADE
CONSTRUCTED STREAM TOP OF BANK
CONSTRUCTED STREAM TOP OF BANK
CONSTRUCTED FLOODPLAIN-------\y
CONSTRUCTED FLOODPLAIN
000 00
UNDISTURBED AND
EXTEND EROSION CONTROL MATTING
VEGETATED AREAS OF DITCH \
AS INDICATED ON PLANS OR AS DIRECTED
\
DO NOT REQUIRE
STABILIZATION
IF ALTERNATIVE OUTLET IS INDICATED IN PLANS
ADD NATIVE MATERIAL COBBLE AT CONFLUENCE
WITH PROJECT STREAM TO CREATE BACKWATER
EXTEND EROSION CONTROL MATTING
SLOUGH HABITAT AS DIRECTED.
AS INDICATED ON PLANS OR AS DIRECTED
BACKFILL Ei
MIX FROM CONSTRUCTED RIFFLE
1 Outlet Stabilization
6.2 Not to Scale
ARCHED
BOTTOM WIDTH (TYPICAL SECTIONS)
NONWOVEN ANCHOR BOULDERS INTO
FILTER FABRIC 2-4" BANK PER RSC OR STREAM
SEQUENCE DETAIL
BOULDER SIZE PER RSC OR THALWEG TO BE 2-4"
STREAM SEQUENCE DETAIL LOWER THAN ADJACENT
AREAS OF ROCK STEP
Section A -A'
BOULDER,
SPLASH ROCK
BASE FLOW
FILTER FABRIC
Profile View
Plan View with
A,
:.:.ORMI:
WAVA AM
MAVAMAVAVA
�OF
ass
FLOW ELEVATION POINT
VARIES BY STEP
ARRANGEMENT
SEE PROFILE FOR
ELEVATION
Arched
BEGINNIN(
10° -15° ANGLE
SILL ELEVATION
PER PROFILE (TYP)
FLOW
BACKFILL,""'*"
WATER
STon
MATERIAL
Angled A
Plan View
eNGLEITHIS
G ON UPSTREAM 1/3 OF
STEP
NOTES: DOWNSTREAM AND HIGHER
• DROP TYPE MAY BE VARIED IN THE FIELD BY
DESIGNER. IN GENERAL, VARY DROP TYPE OFTEN
WITH ROUGHLY EQUAL NUMBERS OF EACH DROP
TYPE WITHIN A REACH.
y, Irregular
• DETAILTO BE APPLIED IN CONJUNCTION WITH RSC
AND STREAM SEQUENCE
• SECTION VIEWS REPRESENT ARCHED ROCK DROP
VARIATION. MODIFY SECTIONS AS NEEDED TO
DOUBLE THALWEG OR
ACCOMMODATE OTHER VARIATIONS.
VARIABLE THALWEG
PLACEMENT
n Rock Drop
6.2 Not to Scale
Types of Step
Configurations
nPlunge Pool
6.2 Not to Scale
ADD ROOT WAD, BRUSH TOE,
OR TRANSPLANTS AS
DIRECTED BY ENGINNER
12" - 16" DIAMETER
FLOW
NONWOVEN FILTER FABRIC
BANK
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INSTALLED
�Q
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E
LL ELEVATION PER
(OFILE
POOL LENGTH PER PROFILE
r' POOL DEPTH PER PROFILE
EXTEND FILTER FABRIC
5' MIN. UPSTREAM
i
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4,
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4,
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CHANNEL
BOTTOM WIDTH
y�
0.2'
✓. �. iti�F . � � ,tea Y�
EMBED LOG SILL ELEVATION 12" - 16" DIAMETER LOG
4' (MIN.) PER PROFILE (TYP) N 0.
,3 N
Section A - A'
4 Lo Sill zd r r
aw�
6.2 €
s � a
Not to Scale ° i a ° &

REMOV
DEBRIS FROM
Sarhi— Via '
�m
Tree Protection
6.3 Not to Scale
3'
a _
ELEV. OF ,;" 12" MAX
DOWNSTREAM j
RIFFLE INVERT 1
FLO'
MIX IN BED/BANK MATERIALTHAT
CAN SUPPORT HERBACEOUS
VEGETATION
Plan Via..
CONFORM TO NATURAL
CHANNEL/BANK CONTOi
NORMAL
NORMAL
BASEFLOW
TOP OF BANK
LLL BE
APPLY JUNCUS SEED AND JOINT PLANT
HERBACEOUS PLUGS EVERY 1'
ARE WITHIN Vegetation
FURBED. PLUG PLANTING MAY REQUIRE SELECTED
SURFICIAL STONE REMOVAL, ADDITION OF
SOIL AND REPLACEMENT OF STONE
WIDTH PER TYPICAL SECTIONS
BACKFILL IN 6" MIN. LIFTS
EROSION CONTROL MATTING
FILTER FABRIC \\��
DENSELY PACKED BRUSH, WOODY DEBRIS AND SOIL
TOE OF SLOPE
ELEV. 6" BELOW J NATIVE SOIL
POOL DEPTH
Sam+inn A -A'
O
DENSELY PACKED WOODY DEBRIS
Plan View
Brush Toe
6.3 Not to Scale
EROSION CONTROL MATTING
BRUSH MATERIAL TO BE INSTALLED
FLUSH WITH BANK
COIR MATTING
/ (PINCHED UNDER STONE)
3-6"
TOP OF BANK
q—tinn R-R'
APPLY AND COMPACT SOIL ON EXISTING
ERODED BANKS; WHERE APPLICABLE
USE TOE STAKES TO STAKE IN MATTING
APPLY TO SURFACE AS AN 8-14"
THICK LAYER OF CLASS B/1
MATERIAL
NOTES:
1. STONE SHALL BE SIMILAR TO RIFFLE STONE AND A HIGH
PERCENTAGE OF EXISTING NATURAL OR NATURALIZED
STONE IS PREFERRED FOR AESTHETICS
2. JOINT PLANTING WILL REQUIRE SOME REMOVAL OF
SURFICIAL STONE, INSERTING HERBACEOUS PLUGS
WITHIN THE RESULTING GAPS/JOINTS, BACKFILLING WITH
2-4 INCHES OF SOIL AND FINALLY REPLACING THE
REMOVED STONE BACK IN PLACE,
Rock Toe Protection
6.3 Not to Scale
NOTES:
1. OVEREXCAVATE 3' OUTSIDE OF TOP OF BANK (BANKFULL).
2. INSTALL A DENSE LAYER OF BRUSH/WOODY DEBRIS, WHICH SHALL CONSIST
OF SMALL BRANCHES AND ROOTS COLLECTED ON -SITE AND SOIL TO FILL
ANY VOID SPACE. LIGHTLY COMPACT BRUSH/WOODY DEBRIS LAYER.
3. TOP LIFT CAN BE SUBSTITUTED FOR SOD MAT
4. BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY PARALLEL AND IS
INSTALLED POINTING SLIGHTLY UPSTREAM.
5. INSTALL FILTER FABRIC OVER BRUSH/WOODY DEBRIS.
6. INSTALL EARTH BACKFILL OVER BRUSH/WOODY LAYER ACCORDING TO
TYPICAL SECTION DIMENSIONS.
7. SEED, MULCH AND INSTALL EROSION CONTROL MATTING AND BANK
STABILIZATION PER PLANS.
40
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INSERTTHE DIBBLE, OR
SHOVEL, STRAIGHT
DOWN INTO THE SOIL
TO THE FULL DEPTH OF
THE BLADE AND PULL
BACK ON THE HANDLE
TO OPEN THE PLANTING
HOLE. (DO NOT ROCK
THE SHOVEL BACK AND
FORTH AS THIS CAUSES
SOIL IN THE PLANTING
HOLE TO BE
COMPACTED,
INHIBITING ROOT
GROWTH.
BUFFER WIDTH
VARIES
BAN KFU LL
PLANTING PLAN
RESTORED
CHANNEL
O 3
REMOVE THE DIBBLE, OR
SHOVEL, AND PUSH THE
SEEDLING ROOTS DEEP INTO
THE PLANTING HOLE. PULL
THE SEEDLING BACKUP TO
THE CORRECT PLANTING
DEPTH (THE ROOT COLLAR
SHOULD BE 1 TO 3 INCHES
BELOW THE SOIL SURFACE).
GENTLY SHAKE THE
SEEDLING TO ALLOW THE
ROOTS TO STRAIGHTEN
OUT. DONOTTWISTOR
SPIN THE SEEDLING OR
LEAVE THE ROOTS
1-ROOTED.
NOTES:
1. 90 TREES AND 35 SHRUBS ARE TO BE PL.
APPROXIMATELY A 10'X10' GRID SPACII
THROUGHOUT ALL GRADED/IMPACTE:
2. SEE TABLES ON PLAN SHEET 3.0 FOR SP
1.5x C(
D
INSERT THE DIBBLE, OR
SHOVEL, SEVERAL
INCHES IN FRONT OF
THE SEEDLING AND
PUSH THE BLADE
HALFWAY INTO THE
SOIL. TWIST AND PUSH
THE HANDLE FORWARD
TO CLOSE THE TOP OF
THE SLIT TO HOLD THE
SEEDLING IN PLACE.
DIBBLE BAR
PLANTING BAR SHALL HAVE A
BLADE WITH A TRIANGULAR
CROSS-SECTION, AND SHALL
INCHES WIDE AND 1 INCH
THICK AT CENTER.
ROOTING PRUNING
7
ALL ROOTS SHALL BE PRUNED
TO AN APPORIATE LENGTH
TO PREVENT J-ROOTING.
PUSH THE DIBBLE, OR
SHOVEL, DOWN TO
THE FULL DEPTH OF
THE BLADE.
vJ
PULL BACK ON THE
HANDLE TO CLOSE THE
BOTTOM OF THE
PLANTING HOLD. THEN
PUSH FORWARD TO CLOSE
THE TOP, ELIMINATING AIR
POCKETS AROUND THE
ROOT.
n
REMOVE THE DIBBLE, OR
SHOVEL, AND CLOSE AND
FIRM UP THE OPENING
WITH YOUR HEEL. BE
CAREFULTO AVOID
DAMAGING THE SEEDLING.
NOTES:
1. ALL SOILS WITHIN THE BUFFER PLANTING AREA SHALL BE DISKED, AS REQUIRED, PRIOR TO PLANTING.
2. ALL PLANTS SHALL BE PROPERLY HANDLED PRIOR TO INSTALLATION TO INSURE SURVIVAL.
1 Bare Root Planting
6.4 Not to Scale
2x CONTAINER WIDTH
Container Planting
6.4 Not to Scale
TOP OF BANK
SPACING FOR PLUGS TO BE
DETERMINED IN THE FIELD
3SPACING FOR LIVE STAKES
PLUG (TYP)
RIFFLE TOE OF SLOPE
MATERIAL
1/7" TO 2" 0 2' TO Y LIVE STAKE
DIAMETER TAPEREDATBOTTOM
T ;. 0"Il Tlot�;l
EROSION CONTROL
LIVE STAKE (TYP) MATTING
SEE PLAN VIEW (SEE DETAIL)
FOR SPACING TOP OF BANK
Section View
NOTE:
1. LIVE STAKES TO BE PLANTED IN AREAS AS SHOWN
ON DETAIL AND DIRECTED BY THE ENGINEER.
z Streambank Livestake & Plug Planting
6A Not to Scale
TRANSPLANTED VEGETATION
AND ROOTMASS
TOP OF BANK
EROSION CONTROL
\ MATTING (TYP.)
• CUT AND PATCH COIR MATTING
• PROVIDE 6" ECOSTAKES Section View
D:cn,. 1-1..11..1:—
NOTES:
1. BANK TO BE STABILIZED THAT WILL ACCOMMODATE THE
SIZE OF TRANSPLANT TO BE PLACED.
2. EXCAVATE TRANSPLANT. EXCAVATE THE ENTIRE ROOT
MASS AND AS MUCH ADDITIONAL SOIL MATERIAL AS
POSSIBLE. IF ENTIRE ROOT MASS CANNOT BE EXCAVATED IN
ONE BUCKET LOAD, THE TRANSPLANT IS TOO LARGE AND
ANOTHER SHOULD BE SELECTED.
3. PLACE TRANSPLANT IN THE BANK TO BE STABILIZED SO
THAT VEGETATION IS ORIENTATED VERTICALLY.
4. FILL IN ANY HOLES AROUND THE TRANSPLANT AND
COMPACT.
5. ANY LOOSE SOIL LEFT IN THE STREAM SHOULD BE
REMOVED.
6. PLACE MULTIPLE TRANSPLANTS CLOSE TOGETHER SUCH
THAT THEY TOUCH.
Transplanted Vegetation
6.4 Not to Scale
TRANSPLANTED VEGETATION
OFBANK
OF SLOPE
IF44BI
D:cn
TRANSPLANTED VEGETATION TOP OF BANK
AND ROOTMASS
EROSION CONTROL
MATTING (TYP.)
ROOT WAD
Section View
Pool Installation w/ Root Wads
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IMPERVIOUS DIKE
(SEE INSET "B")
HIGH STRENGTH
DOUBLE STITCHED
"J" TYPE SEAMS.
NOTES:
1. DEWATER SILT -LADEN WATER IN WORK AREA TO REMOVE
VISUAL TURBIDITY. DEWATERING INTO GRASS IS ACCEPTABLE
IF TURBIDITY CAN BE REMOVED USING THIS METHOD. ALL
DISCHARGE MUST BE RETURNED TO THE STREAM ALONG A
STABILIZED, NON -EROSIVE OUTLET.
2. PUMP -AROUND SYSTEM AND PHYSICAL FLOW DIVERSIONS
SHALL NOT BE LEFT UNATTENDED WHILE SYSTEMS ARE
IN-PLACE/OPERATING.
3. IN -STREAM DIVERSIONS AND PUMP -AROUND EQUIPMENT
SHALL BE REMOVED FROM THE STREAM AND WETLAND IN
ANTICIPATION OF OR DURING BANKFULL PRECIPITATION
EVENTS. IN -STREAM GRADING AND STRUCTURE
CONSTRUCTION WILL NOT BE ALLOWED DURING BANKFULL
FLOW EVENTS.
4. THE CONTRACTOR SHALL TAKE PRECAUTION TO PROTECT
AGAINST EROSION AND SEDIMENTATION WHEN TURNING
WATER BACK INTO NEWLY CONSTRUCTED CHANNEL AND
WETLAND. PUMPING, STONE, AND SANDBAGS SHOULD BE
USED AS NECESSARYTO DIRECT FLOW IN A NON -EROSIVE
WAY. CHANNELS MUST BE FULLY STABILIZED WITH MATTING
AND PERMANENT OR TEMPORARY BED STABILIZATION
MATERIAL/STRUCTURES PRIOR TO RELEASING WATER INTO
THESE AREAS.
NOTES:
1. IF HAUL ROADS ARE A SOURCE OF EROSION, ONE OR
MORE OF SILT FENCE, DIVERSIONS, TEMPORARY
STABILIZATION (STRAW) OR OTHER MEASURES SHALL
BE APPLIED TO PREVENT SEDIMENTATION TO STREAM.
2. ONCE THE PROPOSED HAUL ROAD FROM THE
LAYDOWN AREA IS NO LONGER NEEDED TO CONDUCT
PROJECT ACTIVITIES, RENATURALIZE HAUL ROADS AND
CONDUCT RIPPING, DISCING OR PULVERIZING, THEN
SEED AND APPLY MULCH. RETURN EXISTING MSD ROAD
TO EXISTING CONDITIONS OR BETTER.
ZINTAKE HOSE
PUMP
---,/
ACTIVE WORK AREA
INTAKE HOSE
WATERING
PUMP
DISCHARGE HOSE'
DEWATERING BAG
(SEE INSET "A")
PROPOSED WORK
AREAS THROUGHOUT
HAITH BRANCH ITYP)
BAG PLACED ON SEWN IN SPOUT
AGGREGATED OR STRAW.
HIGH STRENGTH STRAPPING
FOR HOLDING HOSE
DEWATERING IN PLACE.
DISCHARGE HOSE 10 BAG
WATER FLOW
FROM PUMP
15'
\ FLEXIBLE
DISCHARGE HOSE
EXISTING
HAITH
BRANCH
EXISTING MSD ROAD TO BE
USED AS HAUL ROAD ALONG
HAITH BRANCH
PROPOSED HAUL ROAD FROM
LAYDOWN AREA TO BE
DECOMMISSIONED AND
NATURALIZED IMMEDIATELY
AFTER USE IS NO LONGER
REQUIRED
\
/
LAYDOWN
AREAAND
CONSTRUCTION
i
ENTRANCE
v
EXISTING \
HAITH
GULLEY
\
PROPOSED
HAITH
GULLEY
(RSC)
nHaul Roads
6.5 Not to Scale
IMPERVIOUS DIKE
(SEE INSET "B")
10' X 5' STABILIZED OUTLET
USING CLASS B RIPRAP AND
NCDOT TYPE 2 FILTER FABRIC.
(SEE INSET "C")
Pump Around System
6.5 Not to Scale
WOODEN
STAKE (TYP)
3' MAX.
SPACING
EROSION CONTROL
MATTING (TYP)
Inset"A"
Dewatering Bag
EXISTING TERRAIN
DEWATERING BAG
LTER FABRIC
— 15' to 20'
NOTE:
1. PROVIDE STABILIZED OUTLET
TO STREAMBED.
SAND BAG
(24" X 12" X 6")
OR STONE.
IMPERVIOUS SHEETING
F�SZW
Inset "B"
Impervious Dike
10' MIN.
FABRIC
Inset"C"
Stabilized Outlet
STREAM BED
STABILIZED 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 PUMP AROUND PUMP
HELD IN PLACE WITH SAND
BAGS AS NEEDED.
6" MIN. OVERLAP IN
DIMENSIONS MAY VARY
DOWNSTREAM DIRECTION
BY MANUFACTURER BUT
AT MAT ENDS
SHALL BE SUBJECT TO
4"
DESIGNER APPROVAL. SHALL
RESIST BREAKAGE PER SPEC.
TOP OF BANK
0.4'
18"
11"
STAKE TOE OF SLOPE
Plan View
�2„
0.6"
TOP OF BANK Toe Stake
Wooden Stake
SECURE MATTING IN
_ f 6" DEEP TRENCH IN SANDY SOILS
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WOODEN STAKE (TYP)����
SPECIAL SEEDING NOTE��
i
TOE OF SLOPE
INSTALLATION
NOTES:
1.
USE 700 g/m2 DENSITY COIR MATTING.
2.
SEED AND MULCH SLOPES PRIOR TO MATTING INSTALLATION.
Section View
3.
TOE STAKES TO BE USED AT TOP AND TOE. 12" WOODEN STAKES
e
MAY BE USED ON SLOPE FACES.;
a"
SPECIAL SEEDING NOTE:
MAINTENANCE NOTES:
TOE STAKE (TYP) APPLY EXTRA JUNCUS SEED ALONG BANK
1.
ALL EROSION CONTROL MATTING SHOULD BE INSPECTED AT LEAST
a
SLOPE THROUGHOUT PROJECT AREA
PRIOR TO APPLYING MATTING.
ONCE WEEKLY OR AFTER 0.25" OF PRECIPITATION WITHIN 24
N
3
HOURS.
L J
2.
ANY MATTING FAILURES SHOULD BE REPAIRED WITHIN 24 HOURS.
3.
TENTING (EROSION OCCURRING UNDERNEATH INSTALLED
Coir Matting
MATTING) WILL REQUIRE PEELING BACK MATTING, REPAIRING ANY
n
6.5
RILLS, AND REAPPLYING THE MATTING.
g
r m
Not to Scale
z
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=. a

WOOD STAKE (TYP)
L TOP OF EROSION
SLOPE SURFACE CONTROL MATTING
TRENCH ?
�L SLOPE SURFACE
INSTALLATION A INSTALLATION B
STAKE DETAIL ON BARE SOIL STAKE DETAIL ON EROSION CONTROL MATTING
12' DIA. STRAW
OR COIR WATTLE
Profile View
COMPACTED SOIL
ALONG FRONT AND
BACK (TYP)
DITCH OR SLOPE
TRENCH IN WATTLE
GRADE
ON BARE SOIL
WOODEN STAKE WITH WATTLE
ANCHORED TO THE TOP
MAINTENANCE NOTES:
1. ALL WATTLES/LOGS SHOULD BE INSPECTED AT
aw
- vow
LEAST ONCE WEEKLY OR AFTER 0.25" OF
PRECIPITATION WITHIN 24 HOURS.
2. WATTLES/LOGS COLLAPSING, TEARING, WATER
BYPASSING THE WATTLES/LOGS, OR OTHER
FAILURES SHOULD BE REPAIRED WITHIN 24
HOURS.
Section View - Ditch
3. SEDIMENT TRAPPED BEHIND ROCK SILT CHECK
Application
DAMS SHOULD BE CAREFULLY REMOVED ONCE
DEPTH REACHES 6".
Straw or Coir Wattles
1
6.6 of to ca e
NOTES:
1. STOCKPILES STAGING AREAS SHALL ONLY BE
PLACED IN AREAS DESIGNATED ON THE PLANS.
2. SILT FENCE SHALL BE PLACED ON STREAM SIDE
OF ALL STOCKPILES.
3. STOCKPILES SHALL BE LOCATED A MINIMUM OF
50 FEET FROM STORMWATER DRAINS OR
INLETS.
MAINTENANCE NOTES:
1. ALL STOCKPILE AREAS AND SILT FENCES SHALL
BE INSPECTED AT LEAST ONCE PER WEEK OR
AFTER 0.25" OF PRECIPITATION WITHIN 24
HOURS.
2. SILT FENCE SHOULD BE INSPECTED FOR TEARS,
UNTRENCHED AREAS, OR OTHER FAILURES AND
REPAIRED WITHIN 24 HOURS
3. SEDIMENT SHALL BE REMOVED FROM BEHIND
THE SILT FENCE ONCE DEPTH REACHES 6"
4. ANY SOIL STOCKPILES LEFT IN PLACE FOR
LONGER THAN 7 DAYS SHALL BE SEEDED AND
MULCHED OR OTHERWISE STABILIZED.
2 MIN.
SILT FENCE
MAIL STANDARD TEMPOR AR
r
SILT FENCE (5EE STO,
DEruE > m7
HORIZONTAL BRACE
WIRE CP PLASTIC
TIES (s NIN)
aLR4U=1=pcu-l:°u`Liii=' uumSTEEL T POSTII�
s III S�I�f
STE - _�.T POST
FRp
NOTES.
1. SET FABRIC HEIGHT AT 1 TT MAXIMUM BETWEEN SUPPORT POSTS SPACED NO
MORE MAN 4 FT APART.
2,
SET OUTLET ELVATIOIN SC GNAT WATER DEPM CANNOT LXCFF6 L5 IT AT THE
LOWEST POINT ALONG THE FENCELINE.
3INSTALL A HORIZONTAL BRACE BETWEEN THE SUPPORT POSTS TO SERVE AS
AN OVERFLOW WEIR AND TO SUPPORT TOP OF FARRIG
4. PROVIDE A RIPRAP SPLASH PAD AS SHOWN ABOVE EXCAVATE FOUNOAIiCN
FOR THE SPLASH PAD A VINIMUM 5 FL WIDE. 1FT PEEP. AND 5 F1 LOI ON
LEVEL GRACE- THE FINISHED SURFACE OF THE RIPRAP SHOULD BLEND WM
SURF IXI NDING AREA, ALLOWING NO OVERALL THE AREA AROUND THE PAD
MUST BE STABLE.
5. DIG A v-TRENCH IN ME LINE OF THE FENCE AS 5HDMN ABOVE_
B. AVOID JOINTS, PARTICULARLY AT LOW POINTS IN THE FENCE LINE. WHERE
JOINTS ARE NECESSARY. FASTEN FABRIC SECURELY TO SUPPORT PG5T5 AND
OVENLAP LU IHE NEXT POST.
7, TO REDUCE MAINTENANCE, EXCAVATE A SHALLOW SEDIMENT STORAGE AREA
ON UPSLOPE SIDE OF FENCE WHERE SEDIMENTATION IS EXPECTED. PROVIDE
GOOD ACCESS TO DEPOSITI9N AREAS FOR CLEANOUT AND MAINTENANCE.
SILT FENCE FABRIC
(3B MIN
7/rRIPRAP SPLASH
J PAD
SIDE VIEW
City RfARh,,v&., NC �vlavna STO. NO.
STANDARD TEMPORARY SILT FENCE WITH DATE DESCkiPTION
and
DerailR Manuak
S dSpeciRcrtiona REINFORCED STABILIZED OUTLET I 7.01A
MAINTENANCE NOTES:
1. ALL SILT FENCE SHOULD BE INSPECTED AT LEAST ONCE WEEKLY OR AFTER 0.25" OF PRECIPITATION WITHIN 24 HOURS.
2. TEARS IN THE FENCE, UNTRENCHED AREAS, OR OTHER FENCE FAILURES SHOULD BE REPAIRED WITHIN 24 HOURS.
3. SEDIMENT TRAPPED BEHIND SILT FENCE SHOULD BE CAREFULLY REMOVED ONCE DEPTH REACHES 6".
nTemporary Silt Fence
6.6 Not to Scale
3
NO. 57 STONE OR EQUAL SIZE ONSITE STONE 1 0�
CLASS B v a
SIZE
INSTALL AND MAINTAIN TWO TO THREE RIPRAP OR EQUAL� --
CHECK DAMS LOCATED AT (RIFFLE MATERIAL MAY BE USED)
DOWNSTREAM LIMITS OF PROJECT. Plan View
2' MIN. SPILLWAY CREST
NO. 57 STONE (OR EQUAL) 4 INCHES —4 (—
WIDE ON UPSTREAM FACE
FLOW CLASS B RIPRAP (OR
----VARIES
WORK MAY t MAY �I 5' MIN.
AREA FLOW VARY VARY
Section A -A'
NOTE: �i i i i �i i �i i i�� i i i i i i�i i i TOP OF BANK STREAM
1. INSTALL AS DIRECTED g'� WIDTH
BELOW ACTIVE WORK 1
AREA TO CAPTURE CONTRACTOR SHALL REMOVE
SEDIMENT. Profile View SEDIMENT WHEN DEPTH
REACHES 9".
MAINTENANCE NOTES:
CLASS B RIPRAP (OR EQUAL) VARIES
20'
20'
Plan View
Cn
Q
Z
z
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vDz
I-yz
z
2mmm�S
1. ALL ROCK SILT CHECK DAMS SHOULD BE INSPECTED AT Section B-B'
LEAST ONCE WEEKLY OR AFTER 0.25" OF PRECIPITATION TOE OF SLOPE
WITHIN 24 HOURS. 3
Stockpiles and La down Area 2. ROCK SILT CHECK DAMS COLLAPSING, WATER BYPASSING
,1 THE DAMS, OR OTHER DAM FAILURES SHOULD BE
6.6 Not t0 Scale REPAIRED WITHIN 24 HOURS. Temporary Rock Silt Check Dams
3. SEDIMENT TRAPPED BEHIND ROCK SILT CHECK DAMS 4 g � r r
SHOULD BE CAREFULLY REMOVED ONCE DEPTH REACHES 6.6 s
9„ Not to Scale
o a o b

WOODEN BRIDGE MAT(S)
OPTIONAL
SUPPORT LOG
12" 0 MIN.
INSTALLATION NOTES:
NOTES:
1. ALL EQUIPMENT MUST CROSS
SEWER EASEMENTS AT
LOCATIONS DESIGNATED IN
THE EROSION AND SEDIMENT
CONTROL PLAN WITH SEWER
PROTECTION STONE IN PLACE.
2. REVISE/AUGMENT DETAIL AT
DIRECTION OF MSD.
3. INSPECT DAILY AND MAINTAIN
SECURE AND TO DIMENSIONS
SPECIFIED.
4. ALTERNATIVES MUST BE
APPROVED IN WRITING BY
MSD.
WATER DIVERSION
CHANNEL
�-� 5' (TYP)
.TER FABRIC
B STONE
1. CONSTRUCT STREAM CROSSING WHEN FLOW IS AT OR BELOW NORMAL BASEFLOW.
2. BRIDGE MATS SHALL BE PLACED FROM ABOVE RATHER THAN DRAGGED INTO PLACE.
3. MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS. DO NOT EXCAVATE CHANNEL BOTTOM.
4. INSTALL STREAM CROSSING PERPENDICULAR TO THE FLOW.
5. MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION ROAD DOES NOT ENTER CHANNEL. SMALL DIVERSION
CHANNELS, ADDITIONAL ROCK, OR STRAW/COIR WATTLES MAY BE REQUIRED. INSTALL AS DIRECTED.
6. STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE EDGE OF THE MUD MAT.
7. CONTRACTOR SHALL DETERMINE APPROPRIATE RAMP ANGLE ACCORDING TO EQUIPMENT USED.
8. PLUG GAPS BETWEEN MATS WITH FILTER FABRIC TO PREVENT LOSS OF SOIL THROUGH GAPS.
9. ADDRESS STEEP TRANSITIONS TO THE CROSSING THAT PRESENT AN EROSION OR SEDIMENTATION RISK WITH
APPROPRIATE COUNTERMEASURES SUCH AS STONE OR END OF DAY COVER OR SEDIMENT BARRIER APPLICATIONS.
MAINTENANCE NOTES:
1. ALL TEMPORARY STREAM CROSSINGS SHOULD BE INSPECTED AT LEAST ONCE WEEKLY OR AFTER
0.25" OF PRECIPITATION WITHIN 24 HOURS.
2. IF EXCESSIVE SEDIMENT IS BEING TRACKED ON TOP OF MATS THEN REMOVE WITH SHOVEL AND
DISPOSE OF PROPERLY.
3. TERRACE SLOPES ENTERING AND EXITING FROM CROSSINGS MUST BE WELL MAINTAINED. DIVERT
SURFACE RUNOFF AWAY FROM CROSSINGS, APPLY WATTLES ATTHE END OF EACH DAY WHEN
RAIN IS ANTICIPATED, APPLY SURFACE STONE AS NECESSARY.
n Temporary Stream Crossing - Bridge Mat
6-7 Not to Scale
TRACK
IN. +2'
R SIDE
n1-- v;,...,
BALLAST STONE, WITH 12"
MINIMUM DEPTH AT CENTER
LINE OF EASEMENT (9" AVG)
Z vI
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Utility Crossing Protection
6,7IN of to Scale
R PIPE
TYPE 2 NON WOVEN FABRIC
SECURED TO GROUND
I
MATERIAL SPECIFICATIONS
PHYSICAL PROPERTY
TESTS
REQUIREMENTS
MATERIAL
N/A
POLYETHYLENE
RECOMENDED 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 I%)
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
n FENCE F-
"T" OR "U" POST DRIVEN
MINIMUM OF 18" INTO GROUND
NOTES:
1. THIS ENTRANCE APPLIES ONLY TO
ENTRANCES FOR COMMERCIAL SITES.
2. FIRST 5' mI DRAIN AWAY FROM THE
STREET (MIN Y4' PER 1' FALL)
J. FLOW FROM PRGJECT SHALL NOT ENTER THE
PUBLIC STREET_
4. FABRIC MAY BE ADDED UNDER T11F
STONE WHICH WOULD ADD TOTAL LIFE TO
THE CONSTRVCTICN ENTRANCE.
MAINTENANCE NOTES:
1. ALL CONSTRUCTION ENTRANCES SHOULD
BE INSPECTED AT LEAST ONCE WEEKLY OR
AFTER 0.25" OF PRECIPITATION WITHIN 24
HOURS.
2. EXCESSIVE AMOUNTS OF SEDIMENT
SHOULD BE REMOVED FROM THE
CONSTRUCTION ENTRANCE IMMEDIATELY.
3. ANY SEDIMENT TRACKED ONTO PUBLIC
ROADS SHOULD BE CLEANED IMMEDIATELY
AND THE SOURCE OF THE SEDIMENT
ADDRESSED.
EXISTING ROADWAY—\
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
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MAY VARY
4' MIN.
18" MIN.
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PROTECT CURB WITH
ASPHALT AND REPAIR
ANY DAMAGE
PLAN
NEW CONSTRUCTION —
6" µIN.
CROSS SECTION
City of Asheviue, NC COMMERCIAL sTq. NC
:.Landard5peci6cations
and I)eisils Manual CONSTRUCTION ENTRANCE 7.03
a
Construction Entrance
6-7 Not to Scale
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GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this Ian sheet will result in the construction
p g p p
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.
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
(HQW) 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 HOW
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
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 NCDWRList ofApproved PAMS/F/occu/ants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NCDWRList ofApproved
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.
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 timeframes 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
STRUCTURF WITH LINER
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ABOVE GRADE mASHOUT 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 I EFFECTIVE: 04/01/191
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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. Anytime 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
lithe stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offs ite
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) ofthis 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 ofall 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
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 122.41]
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 fora 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 fora written report on a
case -by -case basis.
NCGO 1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/19 1
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