20180180 Ver 1_AppA_11X17_Final Design Plans_20190814

HOLLOWELL MITIGATION PROJECT
VICINITY MAP
N.T.S.
PROJECT
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LOCATION
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WAYNE COUNTY, NC
NEUSE RIVER BASIN (CU 03020201)
USACE ACTION ID # SAW -2017-00159
TYPE OF WORK: STREAM, WETLAND, NUTRIENT
AND BUFFER MITIGATION
PROJECT SUMMARY
Project Reach
Designation
Type of Mitigation
Proposed Stream
Length (LF)
Mitigation Ratio
(X:1)
Proposed Stream
Mitigation Credits (SMCs)
UT1-R1
Stream Restoration (HW(PI)
2,131
1
2,131
UTI -R2
Stream Restoration (PI)
2,007
1
2,007
UT2-R1 (upper)
Stream Preservation
228
10
23
UT2-RI (lower)
Stream Restoration (HW/PI)
615
1
615
UT2-R2
Stream Restoration (PVPII)
1,151
1
1,151
UT2-R3
Stream Enhancement Level II
1,923
3
641
UT2A
Stream Restoration (HW/PI)
667
1
667
UT28
Stream Preservation
1 257
10
26
Total
8,979
7,261
Project Reach
Designation
Type of Mitigation
Proposed Stream
Length (LF)
Mitigation Ratio
(X:1)
Riparian Wetland
Mitigation Credits (WMCs)
W1
Wetland Preservation
2.30
10
0.23
W2
Wetland Preservation
2.49
10
0.25
W2a
Wetland Re-establishment
1.59
1
1.59
W3
Wetland Enhancement 1
0.84
13 1
0.28
W3a
Wetland Re-establishment
0.77
1
0.77
W4
Wetland Enhancement
N.
3
0.30
W4a
Wetland Re-establishment 1
1.63
1 1 1
1.63
Total
10.52
5.05
SHEET 15� END CONSTRUCTION UT1-R2' SHEET 25 STA. 53+28.10
SHEE 24
END CONSTRUCTION UT1-R1
BEGIN CONSTRUCTION UTTR2
STA. 32+80.65 - / SHEETIa y
II SHEET 12� / SHEET 13 �If/
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SHEET
BEGIN CONSTRUCTION UT2A
STATION 10+00.00
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\ 1 \ \
SHEET 28 - \
BEGIN CONSTRUCTION UT1-R1 BEGIN CONSTRUCTION UT2-R1
STATION 10+ 0.00
\ I
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27 STATION 16+67.08
APPROXIMATE PROJECT
CENTER
35.35814° N
-78.116420°W
----------
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SHEET 22-
I
/
SHEET 21--//""
9
-
STATION 12+28.21
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µ, SHEET 31 I SHEET I6
\` I
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SHEET INDEX
1
COVER SHEET
2
LEGEND/CONSTRUCTION
�1"II____
SEQUENCE /GENERAL
NOTES
I _
11 �SHEET j§ ( -{ -_=__ -,
1 `
--- L _ _ _ _ _ 11=
END CONSTRUCTION UT2-R2 -
END CONSTRUCTION UT2-R1 BEGIN CONSTRUCTION UT2-R3
BEGIN CONSTRUCTION UT2-R2 STATION 30+26.97
STATION 18+42.94
II
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END CONSTRUCTION UT2A
PLAN AND PROFILE
II � -�� ♦ I I I
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SHEET
BEGIN CONSTRUCTION UT2A
STATION 10+00.00
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SHEET 28 - \
BEGIN CONSTRUCTION UT1-R1 BEGIN CONSTRUCTION UT2-R1
STATION 10+ 0.00
\ I
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I
\ I
27 STATION 16+67.08
APPROXIMATE PROJECT
CENTER
35.35814° N
-78.116420°W
----------
I
SHEET 22-
I
/
SHEET 21--//""
9
-
STATION 12+28.21
I
/ /
/
µ, SHEET 31 I SHEET I6
\` I
r / ------------;r
SHEET INDEX
1
COVER SHEET
2
LEGEND/CONSTRUCTION
SEQUENCE /GENERAL
NOTES
3
TYPICAL SECTIONS
4-7
DETAILS
8-22
PLAN AND PROFILE
23-33
REVEGETATION PLAN
34-43
GRADING PLAN
END CONSTRUCTION UT2-R3 \
STATION 49+50.03 \
' SHEEr21� / I �♦
SHEET20X/-
/ ll\ SHEET 19 a �"
SHEET 33 /
SHEETEET 22 SHEET 32 /
CONSTRUCTIONbT26- J
STA. 12+56.50
I I
BEGIN CONSTRUCTION UT213
SHEET 30 STA. 10+00.00
\ I
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1
WATER & LAND
SOLUTIONS
7721 Six Forks Rd., Suite 130
Raleigh, NC 27615
[phone]
waterlandsolutions.com
PROJECT ENGINEER
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ENGINEERING SERVICES BY
WLS ENGINEERING, PLLC
FIRM LICENSE NO. P-1480
REVISIONS
A DRAFT MIT PLAN 3-25-19
B FINAL MIT PLAN 8-16-19
NO, DESCRIPTION DATE
PROJECTNAME
HOLLOWELL
MITIGATION
PROJECT
WAYNE COUNTY. NC
DRAWING INFORMATION
PROJECT NO.: 17-002
FILENAME: 01-HOLLOWELL MITIGATION COVER.DWG
DESIGNED BY: KMV
DRAWN BY: APL
DATE: 8-16-19
HORIZ. SCALE: 1 "=800'
VERT.SCALE: N/A
0
NORTH
400 200 0 400 800
GRAPHIC SCALE
SHEET NAME
COVER
SHEET
SHEET NUMBER
1

LEGEND
CONSTRUCTION SEQUENCE
GENERAL NOTES
ROOTWAD
THE ENGINEER WILL PROVIDE CONSTRUCTION OBSERVATION DURING THE CONSTRUCTION PHASE OF
1.
THE PROJECT SITE IS LOCATED APPROXIMATELY SEVEN MILES SOUTHWEST
THIS PROJECT. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE USED DURING PROJECT
CONSTRUCTION IMPLEMENTATION. PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES,
OF THE TOWN OF GOLDSBORO IN WAYNE COUNTY, NC (35.35814',-78.11642-).
' LOG VANE
NOTIFICATION OF AND RECEIPT OF THE CERTIFICATE OF APPROVAL MUST BE RECEIVED FROM NCDEQ -
AS SHOWN ON THE COVER SHEET VICINITY MAP. TO ACCESS
LAND QUALITY SECTION. THE CONTRACTOR SHALL CALL NC DEQ LOS AT 919-791-4200 TO SCHEDULE A
THE SITE FROM GOLDSBORO, FOLLOW STEVENS MILL ROAD (SR 1008)
PRE -CONSTRUCTION MEETING AT LEAST 72 HOURS PRIOR TO PROJECT ACTIVATION. THE
SOUTHWEST APPROXIMATELY SIX MILES AND ARRIVE AT THE SITE
LOG WEIR
CONTRACTOR SHALL REFER TO THE APPROVED EROSION AND SEDIMENTATION CONTROL PERMIT AND
ENTRANCE ON THE RIGHT. FOLLOW THE FARM ROAD NORTH TO THE SITE
CORRESPONDING PLANS AND TECHNICAL SPECIFICATIONS FOR SPECIFIC CONSTRUCTION
BOUNDARY.
SEQUENCING ITEMS AND SHALL BE RESPONSIBLE FOR FOLLOWING THE APPROVED PLANS AND PERMITCONDITIONS.
LOG STEP -POOL
A
2.
THE PROJECT SITE BOUNDARIES ARE SHOWN ON THE DESIGN PLANS AS
1. THE CONTRACTOR SHALL NOTIFY INC 811) (1-800-632949) BEFORE ANY EXCAVATION BEGINS.
THE PROPOSED CONSERVATION EASEMENT. THE CONTRACTOR SHALL
ANY UTILITIES AND RESPECTIVE EASEMENTS SHOWN ON THE PLANS ARE CONSIDERED
PERFORM ALL RELATED WORK ACTIVITIES WITHIN THE PROJECT SITE
APPROXIMATE AND THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
THIN THE LIMITS OF DISTURBANCE (LOD). THE
BOUNDARIES AND/OR WITHIN
THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES AND ADJOINING EASEMENTS
AND SHALL REPAIR OR REPLACE ANY DAMAGED UTILITIES AT HIS/HER OWN EXPENSE.
PROJECT SITE SHALL ACCESSED THROUGH THE DESIGNATED ACCESS
° o
POINTS SHOWN ON THE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR
CONSTRUCTED STONE RIFFLE
2. THE CONTRACTOR SHALL PREPARE STABILIZED CONSTRUCTION ENTRANCES, HAUL ROADS
MAINTAINING PERMITTED ACCESS THROUGHOUT ALL CONSTRUCTION
AND SHALL MOBILIZE EQUIPMENT, MATERIALS, PREPARE STAGING AREA(S) AND STOCKPILE
AREA AS SHOWN ON THE PLANS. HAUL ROADS SHALL BE PROPERLY MAINTAINED AT ALL
ACTIVITIES.
TIMES DURING CONSTRUCTION.
3.
THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS AND
3. CONSTRUCTION TRAFFIC SHALL BE RESTRICTED TO THE AREA DENOTED AS LIMITS OF
MEASURES TO PROTECT ALL PROPERTIES FROM DAMAGE. THE
DISTURBANCE AUL S AS SHOWN ON THE PLANS.
CONTRACTOR SHALL REPAIR ALL MAGE CAUSED BY HISIHER
CONSTRUCTED LOG RIFFLE
OPEE THE
TO ALL D
AND D/OR
4. THE CONTRACTOR HALLLOINSTALL TEMPORARY ROCK DAMS AT LOCATIONS INDICATED ON THE
PROPERTY IN GOOD CONDITION ANIC AIVATE T AS EQUIVAPERTY
EQUIVALENTTOTHE
NCSONTRACTO
PLAPRE-CONSTRUCTION
CONDITIONS. UPON COMPLETION OF ALL
5. THE CONTRACTOR SHALL INSTALL TEMPORARY SILT FENCE AROUND THE STAGING AREA(S).
CONSTRUCTION ACTIVITIES, THE AREA IS TO BE RESTORED TO A
TEMPORARY SILT FENCING WILL ALSO BE PLACED AROUND THE TEMPORARY STOCKPILE
CONDITION EQUAL TO OR BETTER THAN FOUND PRIOR TO CONSTRUCTION.
AREAS AS MATERIAL IS STOCKPILED THROUGHOUT THE CONSTRUCTION PERIOD.
GEOLIFT W/ TOEWOOD
6. THE CONTRACTOR SHALL INSTALL ALL TEMPORARY AND PERMANENT STREAM CROSSINGS AS
4.
THE TOPOGRAPHIC BASE MAP WAS DEVELOPED USING SURVEY DATA
SHOWN ON THE PLANS IN ACCORDANCE WITH THE APPROVED SEDIMENTATION AND EROSION
COLLECTED BY WITHERSRAVENEL, INC. (WR) IN THE FALL OF 2018. THE
CONTROL PERMIT. THE EXISTING CHANNEL AND DITCHES ON SITE WILL REMAIN OPEN DURING
HORIZONTAL DATUM WAS TIED TO NAD83 NC STATE PLANE COORDINATE
THE INITIAL STAGES OF CONSTRUCTION TO ALLOW FOR DRAINAGE AND TO MAINTAIN SITE
SYSTEM, US SURVEY FEET AND NAVD88 VERTICAL DATUM USING VRS
PROPOSED OUTLET CHANNEL
ACCESSIBILITY.
NETWORK AND NCGS MONUMENT. IT IS POSSIBLE THAT EXISTING
7. THE CONTRACTOR SHALL CONSTRUCT ONLY THE PORTION OF CHANNEL THAT CAN BE
ELEVATIONS AND SITE CONDTIONS MAY HAVE CHANGED SINCE THE
ORIGINAL SURVEY WAS COMPLETED DUE TO EROSION, AND/OR SEDIMENT
COMPLETED AND STABILIZED WITHIN THE SAME DAY. THE CONTRACTOR SHALL APPLY
TEMPORARY AND PERMANENT SEED AND MULCH TO ALL DISTURBED AREAS AT THE END OF
ACCRETION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM
- FP FP - 100 YEAR FLOOD PLAIN
EACH WORK DAY, WITH THE REQUIREMENT OF ESTABLISHING TEMPORARY AND PERMANENT
EXISTING GRADES AND ADJUST QUANTITIES, EARTHWORK, AND WORK
GROUND COVER THROUGH VEGETATION ESTABLISHMENT.
EFFORTS AS NECESSARY.
8. THE CONTRACTOR SHALL CLEAR AND GRUB AN AREA ADEQUATE TO CONSTRUCT THE STREAM
5.
THE CONTRACTOR SHALL VISIT THE CONSTRUCTION SITE AND
OHPL EXISTING OVERHEAD ELECTRIC
CHANNEL AND GRADING OPERATIONS AFTER ALL EROSION AND SEDIMENTATION MEASURES
HAVE BEEN INSTALLED AND APPROVED. IN GENERAL, THE CONTRACTOR SHALL WORK FROM
THOROUGHLY FAMILIARIZE HIM/HERSELF WITH ALL EXISTING CONDITIONS.
UPSTREAM TO DOWNSTREAM AND IN -STREAM STRUCTURES AND CHANNEL FILL MATERIAL
PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL VERIFY
TEMPORARY STREAM CROSSING
SHALL BE INSTALLED USING A PUMP -AROUND OR FLOW DIVERSION MEASURE AS SHOWN ON
THE ACCURACY AND COMPLETENESS OF THE CONSTRUCTION
THE PLANS.
SPECIFICATIONS AND DESIGN PLANS REGARDING THE NATURE AND
9. CONTRACTOR SHALL BEGIN CHANNEL CONSTRUCTION AT UPSTREAM STATION 10+00 AND
EXTENT OF THE WORK DESCRIBED.
I
PROCEED IN A DOWNSTREAM DIRECTION WITH CONSTRUCTION. THE DESIGN CHANNEL SHOULD
PERMANENT STREAM CROSSING
BE CONSTRUCTED OFFLINE AND/OR IN THE DRY WHENEVER POSSIBLE. THE CONTRACTOR SHALL
6.
THE CONTRACTOR SHALL BRING ANY DISCREPANCIES BETWEEN THE
I I
EXCAVATE AND CONSTRUCT THE PROPOSED CHANNEL TO PROPOSED DESIGN GRADES AND
CONSTRUCTION PLANS AND SPECIFICATIONS AND/OR FIELD CONDITIONS
SHALL NOT EXTEND EXCAVATION ACTIVITIES ANY CLOSER THAN WITHIN 10 FEET
TO THE ATTENTION OF THE SPONSORS ENGINEER BEFORE
- CE CE - PROPOSED CONSERVATION
(HORIZONTALLY) OF THE TOP OF EXISTING STREAM BANKS IN ORDER TO PROTECT THE
CONSTRUCTION BEGINS.
EASEMENT BOUNDARY
INTEGRITY OF THE EXISTING STREAM CHANNEL UNTIL ABANDONMENT.
- - - -100- - - - EXISTING MAJOR CONTOUR
10. THE CONTRACTOR WILL CONTINUE CONSTRUCTION BY EXCAVATING CHANNEL FILL MATERIAL.
7.
THERE SHALL BE NO CLEARING OR REMOVAL OF ANY NATIVE SPECIES
THE CONTRACTOR MAY FILL NON JURISDITRIONAL DITCHES WHICH DO NOT CONTAIN ANY
VEGETATION OR TREES OF SIGNIFICANCE, OTHER THAN THOSE INDICATED
EXISTING MINOR CONTOUR
WATER DURING THE GRADING OPERATIONS. ALONG STREAM REACHES EXCAVATED MATERIAL
SHOULD BE STOCKPILED IN AREAS SHOWN ON THE PLANS. IN ANY AREAS WHERE EXCAVATION
ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
DEPTHS WILL EXCEED 10 INCHES, TOPSOIL SHALL BE HARVESTED, STOCKPILED AND PLACED
8.
THE CONTRACTOR SHALL EXERCISE CARE DURING GRADING ACTIVITIES IN
100 PROPOSED MAJOR CONTOUR
BACK OVER THESE AREAS TO A MINIMUM DEPTH OF 8 INCHES TO ACHIEVE DESIGN GRADES
AND CREATE A SOIL BASE FOR VEGETATION PLANTING ACCORDING TO THE DESIGN PLANS AND
THE VICINITY OF NATIVE VEGETATION AND TREES OF SIGNIFICANCE AT
CONSTRUCTION SPECIFICATIONS.
THE CONSTRUCTION SITE. ALL GRADING IN THE VICINITY OF TREES NOT
101 PROPOSED MINOR CONTOUR
IDENTIFIED FOR REMOVAL SHALL BE MADE IN A MANNER THAT DOES NOT
11. AFTER EXCAVATING AND CONSTRUCTING THE PROPOSED CHANNEL TO PROPOSED DESIGN
DISTURB THE ROOT SYSTEM WITHIN THE DRIP LINE OF THE TREE.
- LD LD LIMITS OF DISTURBANCE
GRADES, INSTALL IN -STREAM STRUCTURES, BIOENGINEERING MEASURES, PERMANENT AND
TEMPORARY SEEDING AND ALL REQUIRED AMENDMENTS, MULCHING, VEGETATION
TRANSPLANTS, TO COMPLETE CHANNEL CONSTRUCTION AND READY THE CHANNEL TO ACCEPT
9.
WORK ACTIVITIES ARE BEING PERFORMED AS AN ENVIRONMENTAL
- CIF C/F - CUT/FILL LIMITS
FLOW PER APPROVAL BY THE ENGINEER.
RESTORATION PLAN NEAR PRIVATE RESIDENCES. THE CONTRACTOR
SHALL MAKE ALL REASONABLE EFFORTS TO REDUCE SEDIMENT LOSS,
12. STREAM FLOW WILL BE DIVERTED BACK INTO THE CONSTRUCTED CHANNEL ONCE THE
PROTECT PUBLIC SAFETY, AND MINIMIZE DISTURBANCE OF THE SITE WHILE
-WLB WLB - EXISTING WETLAND BOUNDARY
RESTORED STREAM CHANNEL AND ASSOCIATED RIPARIAN AREA HAS BEEN STABILIZED, AS
PERFORMING THE CONSTRUCTION WORK. ALL AREAS SHALL BE KEPT
-WLB WLB - PROPOSED WETLAND BOUNDARY
DETERMINED BY THE ENGINEER AND IN COMPLIANCE WITH APPROVED PERMIT REQUIREMENTS.
ONCE STREAM FLOW IS RETURNED TO A RESTORED STREAM CHANNEL REACH, THE
NEAT, CLEAN, AND FREE OF ALL TRASH AND DEBRIS, AND ALL
CONTRACTOR SHALL IMMEDIATELY BEGIN PLUGGING, FILLING, AND GRADING THE ASSOCIATED
REASONABLE PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE TO
EXISTING WOODLINE
ABANDONED REACH OF STREAM CHANNEL, AS INDICATED ON PLANS, MOVING IN A
EXISTING ROADS, VEGETATION, TURF, STRUCTURES, AND PRIVATE
DOWNSTREAM DIRECTION TO ALLOW FOR POSITIVE AND ADEQUATE DRAINAGE OF THE
PROPERTY.
PROPOSED TOP OF STREAM BANK
ABANDONED CHANNEL REACH. STREAM FLOW SHALL NOT BE DIVERTED INTO ANY SECTION OF
RESTORED STREAM CHANNEL PROR TO THE COMPLETION OF THE CONSTRUCTION OF THAT
INCLUDING,
10.
PRIOR TO START OF WORK, THE CONTRACTOR SHALL SUBMIT THE
REACH OF PROPOSED CHANNEL, BUT NOT LIMITED TO FINAL GRADING,
STABILIZATION WITH TEMPORARY AND PERMANENT SEEDING AND ALL REQUIRED
SOURCE OF MATERIALS, INCLUDING AGGREGATES, EROSION CONTROL
- - - - EXISTING PROPERTY BOUNDARY
AMENDMENTS, MULCHING, VEGETATION TRANSPLANT INSTALLATION, INSTREAM STRUCTURE
MATTING, WOOD AND NATIVE PLANTING MATERIAL TO THE ENGINEER FOR
INSTALLATION, BIOENGINEERING INSTALLATION, AND COIR FIBER MATTING INSTALLATION.
REVIEW AND APPROVAL. NO WORK SHALL BE PERFORMED UNTIL THE
EXISTING FENCE
13. THE RESTORED CHANNEL SECTIONS SHALL REMAIN OPEN AT THEIR DOWNSTREAM END TO
SOURCE OF MATERIAL IS APPROVED BY THE ENGINEER.
PROPOSED CENTERLINE (THALWEG)
ALLOW FOR DRAINAGE DURING RAIN EVENTS.
15+00
11.
THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR ANY
- -
14. ALL GRADING ACTIVITIES ADJACENT TO THE STREAM CHANNEL AND RIPARIAN AREAS SHALL BE
NECESSARY COORDINATION BETWEEN THE VARIOUS COUNTY, STATE OR
E�LpFEy E
COMPLETED PRIOR TO DIVERTING STREAM FLOW INTO THE RESTORED STREAM CHANNEL
FEDERAL AGENCIES, UTILITY COMPANIES, HIS/HER SUB -CONTRACTORS,
x x MOMTREE PROYECTION FENCE
REACHES. ONCE CONSTRUCTION IS COMPLETED ON A REACH OF PROPOSED STREAM
AND THE ENGINEER FOR THE DURATION OF THE PROJECT.
CHANNEL, ADDITIONAL GRADING ACTIVITIES SHALL NOT BE CONDUCTED WITHIN 10 FEET
TP - TP
(HORIZONTALLY) OF THE NEWLY RESTORED STREAM CHANNEL BANKS. THE CONTRACTOR
SHALL NOT FINALIZE GRADE OR ROUGHEN AREAS WHERE REQUIRED EXCAVATION ACTIVITIES
12.
PRIOR TO START OF WORK, THE CONTRACTOR SHALL SUBMIT THEIR
- - - - - -
HAVE NOT BEEN COMPLETED.
DETAILED PLANTING SCHEDULE TO THE ENGINEER FOR REVIEW. NO
EXISTING FARM PATH
WORK SHALL BE PERFORMED UNTIL THIS SCHEDULE IS APPROVED BY THE
_
15. ONCE CONSTRUCTION IS COMPLETE WITHIN A PUMP -AROUND WORK AREA OR CONSTRUCTION
ENGINEER. THE DETAILED PLANTING SCHEDULE SHALL CONFORM TO THE
_ - - - -
WORK PHASE LIMIT, THE CONTRACTOR SHALL APPLY TEMPORARY SEEDING TO ANY AREAS
PLANTING REVEGETATION PLAN AND SHALL INCLUDE A SPECIES LIST AND
DISTURBED DURING CONSTRUCTION WITHIN HOURS. ALL SLOPES STEEPER THAN 3:1 SHALL BE
STABILIZED WITH GROUND COVER AS SOON AS PRAC7 UA
TIMING SEQUENCE.
PROPOSED FARM PATH
CALENDAR DAYS FRO. THE LAST LAND-DISTURBINU ACTIVITY.
13.
THE CONTRACTOR IS REQUIRED TO INSTALL IN -STREAM STRUCTURES AND
CULVERT PIPES USING A BACKHOE/EXCAVATOR WITH A HYDRAULIC THUMB
EXISTING TREE
16. PERMANENT GROUND COVER SHALL BE ESTABLISHED FOR ALL DISTURBED AREAS WITHIN 15
OF SUFFICIENT SIZE TO PLACE STRUCTURES INCLUDING LOGS, STONE,
WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION
OF CONSTRUCTION. ALL DISTURBED AREAS SHOULD HAVE ESTABLISHED GROUND COVER
BOULDERS, ROOT WADS, AND TEMPORARY WOOD MAT STREAM
PRIOR TO DEMOBILIZATION. REMOVE ANY TEMPORARY STREAM CROSSINGS AND TEMPORARY
CROSSINGS.
PROPOSED WATER QUALITY
EROSION CONTROL MEASURES. HAUL ROADS TO BE RESTORED TO A CONDITION EQUAL TO OR
TREATMENT FEATURE
BETTER THAN FOUND PRIOR TO CONSTRUCTION.
17. ALL REMAINING DISTURBED AREAS SHALL BE STABILIZED BY TEMPORARY AND PERMANENT
SEEDING AND MULCHING BEFORE CONSTRUCTION CLOSEOUT IS REQUESTED AND
® CHANNEL BLOCK
DEMOBILIZATION CAN OCCUR. ALL WASTE MATERIAL MUST BE REMOVED FROM THE PROJECT
SITE.
CHANNEL FILL
18. THE CONTRACTOR SHALL TREAT AREAS OF INVASIVE SPECIES VEGETATION THROUGHOUT THE
PROJECT AREA ACCORDING TO THE CONSTRUCTION CONTRACT DOCUMENTS, INCLUDING THE
APPROVED PERMIT, PLANS AND TECHNICAL SPECIFICATIONS PRIOR TO DEMOBILIZATION.
0-x PROPOSED GATE
19. THE CONTRACTOR COMPLETE ALL REMAINING PLANTING ACTIVITIES, INCLUDING SHRUB AND
TREE PLANTING, REMAINING TRANSPLANT INSTALLATION, INSTALLATION OF REMAINING
EXISTING STRUCTURE
BIOENGINEERING MEASURES, AND LIVE STAKE INSTALLATION, ACCORDING TO THE
CONSTRUCTION CONTRACT DOCUMENTS, INCLUDING THE APPROVED PERMIT, PLANS AND
WLB W
TECHNICAL SPECIFICATIONS. THE CONTRACTOR SHALL COMPLETE THE RE -FORESTATION
.y .y
PHASE OF THE PROJECT AND CONDUCT REMAINING PERMANENT SEEDING IN ACCORDANCE
WITH THE CONSTRUCTION CONTRACT DOCUMENTS, INCLUDING THE APPROVED PERMIT, PLANS
+ .y EXISTING WETLAND AREA
E
AND TECHNICAL SPECIFICATIONS.
.i. '�lM
20. THE CONTRACTOR SHALL ENSURE THAT THE SITE IS FREE OF TRASH AND LEFTOVER
CONSTRUCTION MATERIALS PRIOR TO DEMOBILIZATION FROM THE SITE. THE CONTRACTOR
WLB WLB
SHALL BE RESPONSIBLE FOR OFF-SITE REMOVAL OF ALL TRASH, EXCESS BACKFILL, AND ANY
.i•y �Y
OTHER INCIDENTAL MATERIALS PRIOR TO DEMOBILIZATION OF EQUIPMENT FROM THE SITE.
THE DISPOSAL AND STOCKPILE LOCATIONS SELECTED MUST BE APPROVED TO THE ENGINEER
PROPOSED WETLAND AREA
�
AND ANY FEES SHALL BE PAID FOR BY THE CONTRACTOR.
�IIII
GRADING NOTES
1. NO GRADING ACTIVITIES SHALL OCCUR BEYOND THE
PROJECT LIMITS OF DISTURBANCE (LOD) AS SHOWN ON
THE DESIGN PLANS.
2. ONCE DESIGN GRADES ARE ACHIEVED AS SHOWN ON
THE PLAN AND PROFILE, THE HEADWATER
VALLEY, WETLAND, AND FLOODPLAIN
AREAS SHALL BE ROUGHENED USING TECHNIQUES
DESCRIBED IN THE CONSTRUCTION SPECIFICATIONS.
3. ALL SUITABLE SOIL MATERIAL REQUIRED TO FILL
AND/OR PLUG EXISTING DITCHES AND/OR STREAM
CHANNEL SHALL BE GENERATED ON-SITE AS
DESCRIBED IN THE CONSTRUCTION SPECIFICATIONS.
ANY EXCESS SPOIL MATERIAL SHALL BE STOCKPILED IN
DESIGNATED AREAS AND OR HAULED OFF-SITE AS
APPROVED BY THE ENGINEER.
WATER & LAND
SOLUTIONS
7721 Six Forks Rd., Suite 130
Raleigh, NC 27615
[phone]
waterlandsolutions.com
PROJECT ENGINEER
�N CAR^,'.-,
s.1,16
OPHE R •P• �.�`
fj1111mit`,
ENGINEERING SERVICES BY
WLS ENGINEERING, PLLC
FIRM LICENSE NO. P-1480
REVISIONS
A DRAFT MIT PLAN 3-25-19
B FINAL MIT PLAN 8-16-19
NO. DESCRIPTION DATE
PROJECT NAME
HOLLOWELL
MITIGATION
PROJECT
WAYNE COUNTY. NC
DRAWING INFORMATION
PROJECT NO.: 17-002
FILENAME :02 HOLLOWEIL MITIGATION &WK GENETWL NOTES.)'WG
DESIGNED BY: KMV
DRAWN BY: APL
DATE: 8-16-19
HORIZ. SCALE: N.T.S.
VERT. SCALE: N/A
SHEET NAME
LEGEND/
CONSTRUCTION
SEQUENCE/
GENERAL NOTES
SHEET NUMBER
2

EXISTING
GROUND
GROUND Wb
RIFFLE
N.T.S
EXIS"
GROI
PROPOSED Wb
GROUND
POOL
N.T.S
EXISTING
GROUND
GROUND V Wb
RIFFLE WITH BANKFULL BENCH
N.T.S
EXISTING
GROUND VARIES Wbkf
Reach Name
UT1-R2
UT2-R2
5. UPON COMPLETION OF THE HEADWATER
Feature
Riffle
Pool
Riffle
I Pool
Outlet Channel
Width of Bankfull, Wbkf (ft)
7.6
10.5
7.0
9.7
3.0 (Min.)
Average Depth, Dbkf (ft)
0.6
0.8
0.5
0.7
Na
Maximum Depth, D -Max (ft)
0.7
1.4
0.7
1.3
0.5
Width to Depth Ratio, bkf WID
13.0
13.2
13.0
13.2
N/a
Bankfull Area, Abkf (sq ft)
4.4
8.3
3.8
7.1
NIB
Bottom Width, Wb (ft)
4.7
1.4
4.4
1.3
N/a
•,,; D -max
Wb
PROPOSED
GROUND
0.\
POOL WITH BANKFULL BENCH
N.T.S
6,1ORF
CHANNEL DEPTH
(APPROX. 0.3' TO 07)
MULTI -THREAD CHANNELS
AVERAGE WIDTH = 2 TO 4 F
AVERAGE DEPTH = 0.3 TO 0
HEADWATER
CHANNEL
ALIGNMENT
TOP OF
VALLEY BOTTOM WIDTH
(APPROX. 20' TO 40')
- - ®
MULTI THREAD
tom`;%1 CH�7%C
SECTION A -A
CAIJ 1 II
GROUP
OUTLET CHANNEL
N.T.S
VALLEY SIDE SLOPES
VARY BASED ON
GRADING PLAN.
GRADED VALLEY
ELEVATION PRIOR
TO ROUGHING
NOTES:
1. GRADE VALLEY TO DESIGN CONTOURS AS
SHOWN ON GRADING PLAN.
2. MICROTOPOGRAPHY IS FORMED USING
STANDARD TILLAGE EQUIPMENT TO CREATE
MOUNDS AND FURROWS AS DESCRIBED IN
THE SPECIFICATIONS. ALTERNATIVE
CONSTRUCTION METHODS SHALL BE
APPROVED BY THE ENGINEER PRIOR TO
CONSTRUCTION.
3. THE HEADWATER CHANNEL ALIGNMENT
SHALL BE APPROVED BY ENGINEER
FOLLOWING COMPLETION OF THE
MICROTOPOGRAPHY ROUGHENING.
4. HEADWATER (MULTI -THREAD) CHANNELS WILL
I
WATER & LAND
SOLUTIONS
7721 Six Forks Rd., Suite 130
Raleigh, NC 27615
[phone]
waterlandsolutions.com
PROJECT ENGINEER
,�1111111111�.
,��o��N CARS •.,
_1�; �...
v�111 1111111
ENGINEERING SERVICES BY
WLS ENGINEERING, PL -C
FIRM LICENSE NO. P-1480
REVISIONS
A DRAFT MIT PLAN 3-25-19
B FINAL MIT PLAN 8-16-19
NO, DESCRIPTION DATE
PROJECT NAME
HOLLOWELL
MITIGATION
PROJECT
WAYNE COUNTY, NC
DRAWING INFORMATION
BE SHAPED TO FORM SMOOTH TRANSITIONS.
Q
5. UPON COMPLETION OF THE HEADWATER
PLAN VIEW OF MICROTOPOGRAPHIC PATTERN
CHANNEL FEATURES, APPLY MULCH,
DRAWN BY:
TEMPORARY SEED AND PERMANENT SEED TO
HEADWATER (MULTI -THREAD) CHANNEL
THE CNSTRUCTED VALLEY IN
OHE
HORIZ. SCALE:
WITH TECHNICAL SPECIFICATONSDANCE
NOT TO SCALE
N.T.S.
I
WATER & LAND
SOLUTIONS
7721 Six Forks Rd., Suite 130
Raleigh, NC 27615
[phone]
waterlandsolutions.com
PROJECT ENGINEER
,�1111111111�.
,��o��N CARS •.,
_1�; �...
v�111 1111111
ENGINEERING SERVICES BY
WLS ENGINEERING, PL -C
FIRM LICENSE NO. P-1480
REVISIONS
A DRAFT MIT PLAN 3-25-19
B FINAL MIT PLAN 8-16-19
NO, DESCRIPTION DATE
PROJECT NAME
HOLLOWELL
MITIGATION
PROJECT
WAYNE COUNTY, NC
DRAWING INFORMATION
PROJECT NO.:
17-002
FILENAME :03 HOLLOWELL MITIGATION BAN( TYPICAL SECTIONSAWG
DESIGNED BY:
KMV
DRAWN BY:
APL
DATE:
8-16-19
HORIZ. SCALE:
N.T.S.
VERT.SCALE:
N.T.S.
SHEET NAME
TYPICAL
SECTIONS
SHEET NUMBER
3

TOP OF
TOP OF STREAM BANK
EROSION CONTROL MATTING
STREAMBANK
BASED ON DESIGN PROFILE
OR LIVE STAKES
EROSION CONTROL
INVERT/
BERM (0.5' MAX. HT.) BERM(S) TOP OF
BANKFULL STAGE
RESTORED
NOT TO EXTEND BEYOND STREAMBANKS
^�
STREAMBANK
LIMITS OF ROOTWADS.
/
`
BANKFULL STAGE
t
�
\
OPTIONAL
POOL
\j%`/%�'
COVER LOG
> 1/2 OF ROOT MASS
p BASE FLOW
LOG
IS BELOW BASE FLOWS
_\
. �
ROOTWAD
BURYINTO
BANK 5'
MINIMUM
(TYP.)
_
ENTIRE ROOTWAD TRUNK IS COVER LOG
ISCOUR _ _
POOL
BELOW STREAMBED. (OPTIONAL)
ELEVATION
SECTION A -A
ROOTWADS WITHOUT TRANSPLANTS
_
PLAN VIEW
\ `ROOTWAD (TYP.)
`TRANSPLANTS
TRANSPLANTS
RESTORED
STREAMBANK
> 1/2 OF ROOT MASS
IS BELOW BASE FLOW
NOTES:
1. THE TRENCHING METHOD REQUIRES THAT A TRENCH BE EXCAVATED FOR
THE LOG PORTION OF THE ROOTWAD. A COVER LOG SHOULD BE INSTALLED
UNDERNEATH THE ROOTWAD IN A TRENCH EXCAVATED PERPENDICULAR
TO THE BANK AND BELOW THE RESTORED STREAMBED. ONE-THIRD OF THE
ROOTWAD SHOULD REMAIN BELOW NORMAL BASE FLOW CONDITIONS.
ENTIRE ROOTWAD TRUNK
BELOW STREAMBED.
ROOTWADS
NOT TO SCALE
—COVERLOG
(OPTIONAL)
SECTION A -A
ROOTWADS WITH TRANSPLANTS
BOULDER \
TOP OF STREAM BANK
SET INVERT ELEVATION
(OPTIONAL)
0
BASED ON DESIGN PROFILE
OR LIVE STAKES
EROSION CONTROL
INVERT/
MATTING
BANKFULL STAGE
NON -WOVEN
GRADE POINT
^�
a
SGEOTEXTIUE FABRIC
/
`
ARM
ANGLE
SCOUR
y
'
20° TO 30°
\
TOP OF STREAM BANK
ELEVATION — FLOW
SCOUR STREAMBED
POOL STONE BACKFILL
HEADER NON -WOVEN
LOG GEOTEXTILE FABRIC
FOOTER LOG 5' MINIMUM
(OPTIONAL)
SECTION A -A
IPOOL o 2/3 BANKFULL STAGE
/ _ S
FLOW—./o10 01pe
RESTORED STREAMBED ELEVATION pR
BOULDER
ROOT WAD (OPTIONAL) 1,
TOP OF STREAM BANK (OPTIONAL)
BURY LOGS INTO
BANK AT LEAST 5' HEADER
LOG
FOOTERLOG
PLAN VIEW (OPTIONAL) PROFILE B -B
NOTES:
1. LOGS SHOULD BE AT LEAST 10" IN DIAMETER, RELATIVELY STRAIGHT, HARDWOOD,
AND RECENTLY HARVESTED.
2. SOIL SHOULD BE COMPACTED WELL AROUND BURIED PORTIONS OF LOGS.
3. ROOTWADS SHOULD BE PLACED BENEATH THE HEADER LOG AND PLACED SO THAT
IT LOCKS THE HEADER LOG INTO THE BANK. SEE ROOTWAD DETAIL.
4. BOULDERS OF SUFFICIENT SIZE CAN PLACED ON TOP OF HEADER LOG FOR ANCHORING,
PER DIRECTION OF ENGINEER.
5. LOGS SHOULD BE BURIED INTO THE STREAM BED AND BANKS AT LEAST 5 FEET.
6. GEOTEXTILE FABRIC SHOULD BE NAILED TO THE LOG BELOW THE BACKFILL.
7. TRANSPLANTS CAN BE USED INSTEAD OF ROOTWADS, PER DIRECTION OF ENGINEER.
LOG VANE
NOT TO SCALE
OF STREAM BANK
NOTES:
1. LOGS SHOULD BE AT LEAST 12 INCHES IN DIAMETER, RELATIVELY STRAIGHT
HARDWOOD AND RECENTLY HARVESTED.
2. LOGS >24 INCHES IN DIAMETER MAY BE USED ALONE WITHOUT AN
ADDITIONAL LOG FILTER FABRIC SHOULD STILL BE USED TO SEAL AROUND
LOG, AT THE DIRECTION OF THE ENGINEER.
3. PLACE FOOTER LOGS FIRST AND THEN HEADER (TOP) LOG. SET HEADER
LOG AT A MAXIMUM OF 3 INCHES ABOVE THE INVERT ELEVATION.
4. CUT A NOTCH IN THE HEADER LOG APPROXIMATELY 30% OF THE CHANNEL
BOTTOM WIDTH AND EXTENDING DOWN TO THE INVERT ELEVATION. NOTCH
SHALL BE USED TO CENTER FLOW AND NOT EXCEED 3 INCHES IN DEPTH.
5. USE GEOTEXTILE FABRIC FOR DRAINAGE TO SEAL GAPS BETWEEN LOGS.
6. INSTALL VEGETATION TRANSPLANTS FROM TOE OF STREAM BANK TO TOP
OF STREAM BANK.
7. SEE TYPICAL SECTION FOR CHANNEL DIMENSIONS.
TOP OF STREAM BANK
SET INVERT ELEVATION
TRANSPLANTS
BASED ON DESIGN PROFILE
OR LIVE STAKES
EROSION CONTROL
JO
MATTING
BANKFULL STAGE
_p
BASEFLOW
^�
a
-1.3X CHANNEL WIDTH
FOOTER LOG
BURYINTO
SCOUR
BANKS'
LOG
POOL
(TYP.)
FOOTER
LOG
BURYINTO
BANK 5'
MINIMUM
(TYP.)
B
INVERT
ELEVATION
PLAN VIEW
OF STREAM BANK
NOTES:
1. LOGS SHOULD BE AT LEAST 12 INCHES IN DIAMETER, RELATIVELY STRAIGHT
HARDWOOD AND RECENTLY HARVESTED.
2. LOGS >24 INCHES IN DIAMETER MAY BE USED ALONE WITHOUT AN
ADDITIONAL LOG FILTER FABRIC SHOULD STILL BE USED TO SEAL AROUND
LOG, AT THE DIRECTION OF THE ENGINEER.
3. PLACE FOOTER LOGS FIRST AND THEN HEADER (TOP) LOG. SET HEADER
LOG AT A MAXIMUM OF 3 INCHES ABOVE THE INVERT ELEVATION.
4. CUT A NOTCH IN THE HEADER LOG APPROXIMATELY 30% OF THE CHANNEL
BOTTOM WIDTH AND EXTENDING DOWN TO THE INVERT ELEVATION. NOTCH
SHALL BE USED TO CENTER FLOW AND NOT EXCEED 3 INCHES IN DEPTH.
5. USE GEOTEXTILE FABRIC FOR DRAINAGE TO SEAL GAPS BETWEEN LOGS.
6. INSTALL VEGETATION TRANSPLANTS FROM TOE OF STREAM BANK TO TOP
OF STREAM BANK.
7. SEE TYPICAL SECTION FOR CHANNEL DIMENSIONS.
TOP OF STREAM BANK
INVERT — FLOW
TOP OF STREAM BANK
SET INVERT ELEVATION
TRANSPLANTS
BASED ON DESIGN PROFILE
OR LIVE STAKES
EROSION CONTROL
POOL
MATTING
BANKFULL STAGE
_p
BASEFLOW
GEOTEXTILE FABRIC
HEADER LOG
FOOTER LOG
BURYINTO
HEADER
BANKS'
LOG
MINIMUM SECTION A -A
(TYP.)
FOOTER
LOG
TOP OF STREAM BANK
INVERT — FLOW
ELEVATION
STREAMBED
SCOUR
POOL
STONE BACKFILL
NON -WOVEN
GEOTEXTILE FABRIC
HEADER LOG
FOOTER LOG
LOG WEIR
NOT TO SCALE
PROFILE B -B
WAD
WATER & LAND
SOLUTIONS
7721 Six Forks Rd., Suite 130
Raleigh, INC 27615
[phone]
waterlandsolutions.com
PROJECT ENGINEER
%%J111111I11,-
��� CARn ­.-,
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;Y GIN p,��,`
�1�11111111��
ENGINEERING SERVICES BY
WLS ENGINEERING, PLLC
FIRM LICENSE NO. P-1480
REVISIONS
A DRAFT MIT PLAN 3-25-19
B FINAL MIT PLAN 8-16-19
NO. DESCRIPTION DATE
PROJECT NAME
HOLLOWELL
MITIGATION
PROJECT
WAYNE COUNTY, NC
DRAWING INFORMATION
PROJECT NO.: 17-002
FILENAME :04-07-HOLLOWBLNIDGA710NBANK DErA]L SHEErS.DWG
DESIGNED BY: KMV
DRAWN BY: APL
DATE: 8-16-19
HORIZ. SCALE: N.T.S.
VERT.SCALE:
SHEET NAME
DETAILS
SHEET NUMBER
4

PRIMARY LOGS SPACE ;
EVERY 8'-12'
TOE OF STREAM BANK
TOP OF STREAM BANK
HEADER
LOG
STR FL
STREAM BANK
LOG
FOO
LOG
LOGS
SECONDARYLOGS
AND WOODY DEBRIS
HEADER
LOG
O
7110.3'
BACKFILL WITH FAM
ON-SITE ALLUVIUM
SET INVERT ELEVATION BASED
0>
i�•i�
p BASEFLOW
BEGIN INVERT
TRANSPLANTS
'—
ELEVATION
OR LIVE STAKES
HEADER
LOG
5' MINIMUM
PRIMARY LOGS SPACE ;
EVERY 8'-12'
TOE OF STREAM BANK
TOP OF STREAM BANK
HEADER
LOG
STR FL
STREAM BANK
LOG
FOO
LOG
LOGS
SECONDARYLOGS
AND WOODY DEBRIS
HEADER
LOG
O
7110.3'
BACKFILL WITH FAM
ON-SITE ALLUVIUM
SET INVERT ELEVATION BASED
ON DESIGN PROFILE
p BASEFLOW
BEGIN INVERT
TRANSPLANTS
'—
ELEVATION
OR LIVE STAKES
HEADER
LOG
5' MINIMUM
FOOTER
"CONTROL
.!
NOTES:
J
5' MINIMUM
5' MINIMUM
BURIED INTO
BURIED INTO
A�
BANK
BANK
PRIMARY LOGS SPACE ;
EVERY 8'-12'
TOE OF STREAM BANK
TOP OF STREAM BANK
HEADER
LOG
STR FL
STREAM BANK
LOG
FOO
LOG
LOGS
SECONDARYLOGS
AND WOODY DEBRIS
HEADER
LOG
O
7110.3'
BACKFILL WITH FAM
ON-SITE ALLUVIUM
OI.y =
®H 5 0.3'
p BASEFLOW
END INVNON-WOVEN
ERT
GEOTEXTILE FABRIC-
'—
ELEVATION
(TYPICAL):
PLAN VIEW
5' MINIMUM
FOOTER
LOG
.!
NOTES:
1. PRIMARY LOGS SHOULD BE AT LEAST 12" OR MORE IN DIAMETER, RELATIVELY STRAIGHT, HARDWOOD
BACKFILL WITH
AND RECENTLY HARVESTED AND EXTENDING INTO THE BANK 5' ON EACH SIDE.
SUITABLE ON-SITE
24" MINIMUM DEF
2. SECONDARY LOGS SHOULD BE AT LEAST 4" IN DIAMETER AND NO LARGER THAN 10" AND EXTEND INTO
ALLUVIUM
THE BANK 3' ON EACH SIDE. WOODY DEBRIS MATERIAL SHALL BE VARYING DIAMETER TO ALLOW
PROFILE B -B
MATERIAL TO BE COMPACTED.
3. NON -WOVEN GEOTEXTILE FABRIC SHOULD BE NAILED TO THE HEADER LOG BELOW THE BACKFILL.
4. ROOT WADS AND EROSION CONTROL MATTING CAN BE USED INSTEAD OF TRANSPLANTS OR LIVE
STAKES PER DIRECTION OF ENGINEER.
5. AFTER TRENCH HAS BEEN EXCAVATED A LAYER OF SECONDARY LOGS AND WOODY DEBRIS SHOULD BE
PLACED WITH MINIMAL GAPS. A LAYER OF ON-SITE ALLUVIUM SHOULD BE APPLIED TO FILL VOIDS
BETWEEN SECONDARY LOGS BEFORE ADDITIONAL LAYERS ARE PLACED.
6. SEE TYPICAL SECTION FOR CHANNEL DIMENSIONS.
CONSTRUCTED LOG RIFFLE
NOT TO SCALE
GRADE SIDE SLOPES NO STEEPER THAN 3HAV
-----------------------------------------------
INFLOW
SHALLOW W W W W
POOL SHALLOW
POOL
PLAN VIEW
18" POOL DEPTH
INFLOW
_ STORAGE VOLUME ELEVATION moo_ _ _ _ _
INISHED GRADE
`5A
PROPOSED
OUTLET CHANNEL
(WIDTH VARIES)
4' WIDE EMBANKMENT WITH
STONE COVER (OPTIONAL AS
DIRECTED BY ENGINEER)
8"THICK STONE SPILLWAY
(OPTIONAL AS DIRECTED
BY ENGINEER)
PROPOSED BOTTOM
OUTLETCHANNEL
NOTES: EXISTING GRADE) I
1. CONSTRUCT EMBANKMENT WITH COMPACTED SOIL AND L CONSTRUCT EMBANKMENT WITH
SUITABLE MATERIAL IN ACCORDANCE WITH TECHNICAL COMPACTED SOIL AND SUITABLE
SPECIFICATIONS. SECTION A - A BACKFILL MATERIAL (TYP.)
2. WATER QUALITY TREATMENT FEATURE VARIES IN SIZE AND
SHAPE AS SHOWN ON PLANS.
3. PLANT APPROPRIATE WETLAND SPECIES VEGETATION
AS SPECIFIED IN THE PLANTING PLAN.
WATER QUALITY TREATMENT FEATURE
NOT TO SCALE
5' MINIMUM
INSTALL 8" THICK ABC
STONE OR EQUIVALENT
FOR FARM PATH COVER
2' 6' 6' 2'
_2% MAX 2% MAX—
MATTING FOR EROSION
CONTROL SLOPES
3
1
PIPE CULVERT— — — — — — — — ]PROPOSED STREAM BED_
APPLY CLASS B STONE
NATURAL �TO FILL SLOPES
GROUND AROUND FLOOD PLAIN
CULVERTS.
RELOCATED FARM
PATH
VARIES VARIES
NOTES:
BANKFULL ELEVATION
1. INSTALL PIPE CULVERT(S) IN ACCORDANCE WITH DETAIL
SPECIFICATIONS. SEE PLANS FOR NUMBER, SIZE AND LENGTH.
2. INSTALL COIR FIBER MATTING FOR EROSION CONTROL ALONG BURY PIPE BELOW THE STREAM BED ELEVATION AS SHOWN ON PLANS
FILL SLOPES IN ACCORDANCE WITH DETAIL SPECIFICATIONS.
3. PIPE CULVERTS ARE TO BE A MINIMUM OF 24" COVER AND
SPACING IN ACCORDANCE WITH DETAIL SPECIFICATIONS.
PERMANENT CULVERT STREAM CROSSING
NOT TO SCALE
7
WATER & LAND
SOLUTIONS
7721 Six Forks Rd., Suite 130
Raleigh, NC 27615
[phone]
waterlandsolutions.com
PROJECT ENGINEER
,%1111111111.-
♦♦��•��`� CARS '•.,
� "n • i
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sj:,16
pPHE R •P• t.-`
�1111111111�,
ENGINEERING SERVICES BY
WLS ENGINEERING, PLLC
FIRM LICENSE NO. P-1480
REVISIONS
A DRAFT MIT PLAN 3-25-19
B FINAL MIT PLAN 8-16-19
NO. DESCRIPTION DATE
PROJECT NAME
HOLLOWELL
MITIGATION
PROJECT
WAYNE COUNTY, NC
DRAWING INFORMATION
PROJECT NO.: 17-002
FILENAME :04-V HOLLOWELL MMGAIDN BANK DETAIL SHEE SDWG
DESIGNED BY: KMV
DRAWN BY: APL
DATE: 8-16-19
HORIZ. SCALE: N.T.S.
VERT.SCALE:
SHEET NAME
DETAILS
SHEET NUMBER
5

a
EXTEND WOODY DEBRIS MATERIAL
TO 1/4 BANKFULL WIDTH
FLOW
SCOUR 1
TOP OF RESTORED STREAM BANK \ POOL
STAKE TOP LAYER OF
EROSION CONTROL
MATTING IN 6" TRENCH
(SEE COIR FIBER MATTING
DETAIL)
BACKFILL 1.5' LIFT OF COMPACTED
ON-SITE SOIL (TYP.)
ADD BOULDERS OR OTHER APPROVED.
COUNTERWEIGHT TO PREVENT WOOD
FROM FLOATING t
PLACE THICK LAYER
OF 1"_
6" DIAMETER
WOODY DEBRIS
COVER LOGS AND/OR ROOT WADS
INSTALLED IN LOCATIONS AS SHOWN ON
PLANS AND PER RESPECTIVE DETAILS
PLAN VIEW
TOP OF RESTORED STREAM BANK
NOTES:
1. DIG A TRENCH BELOW THE RESTORED STREAMBED
FOR THE STONE BACKFILL.
2. FILL TRENCH WITH STONE BACKFILL.
FOUNDATION LOGS TO BE INSTALLED
AT ANGLES SHOWN BETWEEN 15-25'
BANKFULL STAGES
HORIZONTAL SETBACK FOR LIFT IS
APPROX. 1 FT. POINT BAR
LIVE BRANCH CUTTINGS (SEE (SEE TYPICAL SECTIONS)
PLANTING PLAN FOR SPECIES))
EROSION CONTROL MATTING
ENCOMPASSES LIFT
RESTORED STREAMBED
7
4 WATER & LAND
SOLUTIONS
7721 Six Forks Rd., Suite 130
Raleigh, NC 27615
[phone]
waterlandsolutions.com
PROJECT ENGINEER
%%J11111111p.-
♦♦��•��`� CARn ­.-,
� "n • i
OP
HER •P• �.�`
ENGINEERING SERVICES BY
WLS ENGINEERING, PLLC
FIRM LICENSE NO. P-1480
REVISIONS
A DRAFT MIT PLAN 3-25-19
B FINAL MIT PLAN 8-16-19
INSTALL FOUNDATION LOGS
SUCH THAT AT LEAST HALF OF
THE LOG DIAMETER IS BELOW
THE RESTORED STREAMBED
SECTION A - A ELEVATION.
NO. DESCRIPTION DATE
PROJECT NAME
GEOLIFT W/ TOE WOOD
NOT TO SCALE H O L L O W E L L
CHANNEL TO BE MITIGATION
RELOCATED
TOP OF STREAMBANK PROJECT
OF STREAM BANK TOP OF STREAM BANK
BANKFULL STAGE _ \NEW FLOW DIRECTION WAYNE COUNTY, NC
HEAD OF RIFFLE RIFFLE Dmax=MAX DEPTH DRAWING INFORMATION
INVERT ELEVATION
TOE OF STREAMBANK CHANNEL BLOCK PROJECT NO.: 17-002
FILENAME :04-V HOLLOWELL NIDGATION BANK DETAIL SHEErS.DWG
EROSION CONTROL DESIGNED BY: KMV
71-6'"IN. THICKNESS MATTING SHOULD BE
STONE BACKFILL PLACED BENEATH STONE °oo. DRAWN BY: APL
BACKFILL 'I!j DATE : B-16-19
TOP OF STREAM BANK SECTION A -A Q,
HORIZ. SCALE: N.T.S.
10 VERT.SCALE:
—16"MIN. THICKNESS PLAN VIEW \ \\
STONE BACKFILL
_�Bq�KFU�L ST UNCOMPACTED \
TAIL OF RIFFLE AFINISHED GRADE
GE INVERT ELEVATION FILL 1.5' MINIMUM
INVERT ELEVATION NEWSTREAMBANK
FLOW SHALL BE TREATED AS
— _ — — — — TAIL OF RIFFLE SPECIFIED IN PLANS
OPTIONAL ROOT WAD
\ \ \ COMPACTED
PLACEMENT AS DIRECTED �/�
BACKFILL
\ _ p BASEFLOW BY ENGINEER
HEAD OF RIFFLE Roti
INVERT ELEVATION POOL CHANNEL INVERT SHEET NAME
FLOW
PROFILE B -B i6"MIN. THICKNESS
STONE BACKFILL
NOTES: DETAILS
1. COMPACT BACKFILL USING ONSITE SECTION A -A
HEAVY EQUIPMENT IN 10 INCH LIFTS.
2. FILL DITCH PLUG TO TOP OF BANKS
OR AS DIRECTED BY ENGINEER.
CHANNEL BLOCK
CONSTRUCTED STONE RIFFLE NOT TO SCALE
SHEET NUMBER
NOT TO SCALE
6

Ell -a / 36" MAX. TYP
SMALL MATTING STAKES -
A L -LARGE MATTING STAKES
PLAN VIEW OF STREAM BANK
INSTALL EDGE OF EROSION CONTROL MATTING IN 12 INCH DEEP
TRENCH, AND SECURE BY STAKING, BACKFILLING, AND COMPACTING
SOIL TO FINISHED GRADE.
TOP OF STREAM BANK
p BANKFULL STAGE
MATTING STAKES (TYP.)
TYPICAL LARGE MATTING STAKE
4.00 IN ED T P INT
DTH 1.5
THI KNE 1.5 . 1
III I
I
TYPICAL SMALL MATTING STAKE
- �
TOE OF STREAM BANKWIDTH
/ i/ i ?•\/�?LEGTHICKNFSS
ft*M11.00I
IN 27.94 CM
AD THICKNESS
0.40 IN 1.02 CM
NOTES:
0.60 IN 1.52 C (TAPERED TO POINT
�
1
TRENCH
LIMITS
MULCHED PRIOR TO PLACEMENT OF EROSION CONTROL
/ 1
D-( /�)
I�
j
24" MAX. TYP (TRENCH ONLY)
I
®
®
SECURE EROSION CONTROL
®
®
MATTING AT TOE OF SLOPE
THE CENTER OF STREAM BANK, AND TOE OF SLOPE.
®
WITH LARGE MATTING STAKES.
TOP OF STREAM BANK
HEA
EROSION CONTROL MATTING
NOT TO SCALE
LOG
FOO
®
®
LOG
®
®
1% -2% CROSS SLOPE
BANKS'
i10
MINIMUM
SECTION A -A
( TYP.)
®
®
®
®
® ®
EROSION CONTROL
MATTING TO BE
m
m
D
m
m m
m
m
EXTENDED TO TOE
OF SLOPE
Ell -a / 36" MAX. TYP
SMALL MATTING STAKES -
A L -LARGE MATTING STAKES
PLAN VIEW OF STREAM BANK
INSTALL EDGE OF EROSION CONTROL MATTING IN 12 INCH DEEP
TRENCH, AND SECURE BY STAKING, BACKFILLING, AND COMPACTING
SOIL TO FINISHED GRADE.
TOP OF STREAM BANK
p BANKFULL STAGE
MATTING STAKES (TYP.)
TYPICAL LARGE MATTING STAKE
4.00 IN ED T P INT
DTH 1.5
THI KNE 1.5 . 1
III I
I
TYPICAL SMALL MATTING STAKE
- �
TOE OF STREAM BANKWIDTH
/ i/ i ?•\/�?LEGTHICKNFSS
ft*M11.00I
IN 27.94 CM
AD THICKNESS
0.40 IN 1.02 CM
NOTES:
0.60 IN 1.52 C (TAPERED TO POINT
�
1
JTOE
12.00 IN 30.48 CM
TRANSPLANTED VEGETATION,
WITH ROOTMASS, AND SOIL
MATERIAL
I� � I
STONE BACKFILL 1 \
OR SUITABLE
SOIL MATERIAL
I � I
POOL WIDTH_
1 1
(-1.3X BANKFULL I ,(
WIDTH)
TOP OF STREAM BANK
-z BANKFULL STAGE
TOE OF STREAM BANK
� BASE FLOW_
SECTION A -A
NOTES:
1. EXCAVATE A HOLE IN THE RESTORED STREAM BANK THAT WILL
ACCOMMODATE THE SIZE OF TRANSPLANT TO BE PLANTED.
BEGIN EXCAVATION AT TOE OF THE STREAM BANK.
2. EXCAVATE THE ENTIRE TRANSPLANT ROOT MASS AND AS
MUCH ADDITIONAL SOIL MATERIAL AS POSSIBLE. IF ENTIRE
ROOT MASS CAN NOT BE EXCAVATED AT ONCE, THE
TRANSPLANT IS TOO LARGE AND ANOTHER SHOULD BE
SELECTED.
3. PLANT TRANSPLANT IN THE RESTORED STREAM BANK SO THAT
VEGETATION IS ORIENTATED VERTICALLY.
4. FILL IN ANY HOLES OR VOIDS AROUND THE TRANSPLANT AND
COMPACT.
5. ANY LOOSE SOIL LEFT IN THE STREAM SHOULD BE REMOVED.
6. WHEN POSSIBLE, PLACE MULTIPLE TRANSPLANTS CLOSE
TOGETHER SUCH THAT THEIR ROOT MASSES CONTACT.
VEGETATION TRANSPLANTS
NOT TO SCALE
BEGIN STEP INVERT
TRANSPLANTED VEGETATION,
17-002
�P
S (TYP.)
p BASEFLOW-
NOTES:
/
�
1. RESTORED STREAM BANKS MUST BE SEEDED AND
JTOE
RESTORED STREAMBED
MULCHED PRIOR TO PLACEMENT OF EROSION CONTROL
/ 1
RESTORED STREAMBED
MATTING.
2. SEE TECHNICAL SPECIFICATIONS FOR MATTING STAKE
PLAN VIEW OF STREAM BANK
SPACING REQUIREMENTS.
-i BANKFULL STAGE -
SECURE EROSION CONTROL
3. PLACE LARGE STAKES ALONG ALL MATTING SEAMS, IN
/
MATTING AT TOE OF SLOPE
THE CENTER OF STREAM BANK, AND TOE OF SLOPE.
SECTION A - A
WITH LARGE MATTING STAKES.
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EROSION CONTROL MATTING
NOT TO SCALE
LOG
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WITH ROOTMASS, AND SOIL
MATERIAL
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TOE OF STREAM BANK
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SECTION A -A
NOTES:
1. EXCAVATE A HOLE IN THE RESTORED STREAM BANK THAT WILL
ACCOMMODATE THE SIZE OF TRANSPLANT TO BE PLANTED.
BEGIN EXCAVATION AT TOE OF THE STREAM BANK.
2. EXCAVATE THE ENTIRE TRANSPLANT ROOT MASS AND AS
MUCH ADDITIONAL SOIL MATERIAL AS POSSIBLE. IF ENTIRE
ROOT MASS CAN NOT BE EXCAVATED AT ONCE, THE
TRANSPLANT IS TOO LARGE AND ANOTHER SHOULD BE
SELECTED.
3. PLANT TRANSPLANT IN THE RESTORED STREAM BANK SO THAT
VEGETATION IS ORIENTATED VERTICALLY.
4. FILL IN ANY HOLES OR VOIDS AROUND THE TRANSPLANT AND
COMPACT.
5. ANY LOOSE SOIL LEFT IN THE STREAM SHOULD BE REMOVED.
6. WHEN POSSIBLE, PLACE MULTIPLE TRANSPLANTS CLOSE
TOGETHER SUCH THAT THEIR ROOT MASSES CONTACT.
VEGETATION TRANSPLANTS
NOT TO SCALE
BEGIN STEP INVERT
TRANSPLANTED VEGETATION,
17-002
WITH ROOTMASS, AND SOIL
ELEVATION
MATERIAL
TRANSPLANTS
TOP OF STREAM BANK
DATE:
JTOE
OR LIVE STAKES
OF STREAM BANK
VERT. SCALE:
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L,
PLAN VIEW OF STREAM BANK
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-z BANKFULL STAGE
TOE OF STREAM BANK
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SECTION A -A
NOTES:
1. EXCAVATE A HOLE IN THE RESTORED STREAM BANK THAT WILL
ACCOMMODATE THE SIZE OF TRANSPLANT TO BE PLANTED.
BEGIN EXCAVATION AT TOE OF THE STREAM BANK.
2. EXCAVATE THE ENTIRE TRANSPLANT ROOT MASS AND AS
MUCH ADDITIONAL SOIL MATERIAL AS POSSIBLE. IF ENTIRE
ROOT MASS CAN NOT BE EXCAVATED AT ONCE, THE
TRANSPLANT IS TOO LARGE AND ANOTHER SHOULD BE
SELECTED.
3. PLANT TRANSPLANT IN THE RESTORED STREAM BANK SO THAT
VEGETATION IS ORIENTATED VERTICALLY.
4. FILL IN ANY HOLES OR VOIDS AROUND THE TRANSPLANT AND
COMPACT.
5. ANY LOOSE SOIL LEFT IN THE STREAM SHOULD BE REMOVED.
6. WHEN POSSIBLE, PLACE MULTIPLE TRANSPLANTS CLOSE
TOGETHER SUCH THAT THEIR ROOT MASSES CONTACT.
VEGETATION TRANSPLANTS
NOT TO SCALE
BEGIN STEP INVERT
PROJECT NO.:
17-002
FILENAME :04-V HOLLOWELL NOIGATION BANK DE'A1L SHEEf$.OWG
ELEVATION
SET INVERT ELEVATION
TRANSPLANTS
APL
DATE:
BASED ON DESIGN PROFILE
OR LIVE STAKES
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VERT. SCALE:
TOP OF STREAMBANK
-
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/
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TOE OF V
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NOTES:
1. LOGS SHOULD BE AT LEAST 12 INCHES IN DIAMETER, RELATIVELY STRAIGHT HARDWOOD
AND RECENTLY HARVESTED.
2. LOGS >24 INCHES IN DIAMETER MAY BE USED ALONE WITHOUT AN ADDITIONAL LOG FILTER
FABRIC SHOULD STILL BE USED TO SEAL AROUND LOG. LOGS SHOULD EXTEND INTO THE
BANKS TON EACH SIDE.
3. SOIL SHALL BE WELL COMPACTED AROUND BURIED PORTION OF FOOTER LOGS WITH
BUCKET OF TRACK HOE.
4. INSTALL NON -WOVEN GEOTEXTILE FABRIC UNDERNEATH LOGS.
5. UNDERCUT POOL BED ELEVATION 8INCHES TO ALLOW FOR LAYER OF STONE. INSTALL
STONE BACKFILL OR SUITABLE ALLUVIUM ALONG SIDE SLOPES.
6. INSTALL EROSION CONTROL MATTING ALONG COMPLETED BANKS SUCH THAT THE EROSION
CONTROL MATTING AT THE TOE OF THE BANK EXTENDS DOWN TO THE UNDERCUT
ELEVATION.
7. INSTALL STONE BACKFILL OR SUITABLE SOIL MATERIAL ALONG SIDE SLOPES.
8. FINAL CHANNEL BED SHAPE SHOULD BE ROUNDED, COMPACTED, AND CONCAVE, WITH THE
ELEVATION OF THE BED APPROXIMATELY 0.5 FT DEEPER IN THE CENTER THAN AT THE
EDGES.
9. AVERAGE POOL TO POOL SPACING SHALL BE SHOWN ON THE PROFILE OR SPECIFIED BY
ENGINEER BASED ON EXISTING CONDITIONS SUCH AS SLOPE AND SUITABLE FILL MATERIAL.
RIFFLE STEP POOLS OR CASCADE POOLS MAY BE SUBSTITUTED IN AREAS WHERE EXISTING
SLOPES EXCEED 10% AS DETERMINED BY THE ENGINEER.
-STEPINVERT
ELEVATION RESTORED POOL TO POOL SPACING
STREAMBED VARIES. SEE NOTE #9 FOR POOL
SPACING REQUIREMENTS.
H -STEP _
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POOL
PROFILE B -B
10. INTERIOR LOGS SHOULD BE AT A SLIGHT ANGLE (-70 DEGREES) FROM THE
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11. PLACE FOOTER LOGS FIRST AND THEN HEADER (TOP) LOG. SET HEADER LOG
AT A MAXIMUM OF 3 INCHES ABOVE THE INVERT ELEVATION.
12. AVERAGE STEP HEIGHTS/DROPS SHALL NOT EXCEED 0.5 UNLESS SHOWN
OTHERWISE.
13. CUT A NOTCH IN THE HEADER LOG APPROXIMATELY 30% OF THE CHANNEL
BOTTOM WIDTH AND EXTENDING DOWN TO THE INVERT ELEVATION. NOTCH
SHALL BE USED TO CENTER FLOW AND NOT EXCEED 3 INCHES IN DEPTH.
14. THE NUMBER OF STEPS MAY VARY BETWEEN BEGINNING AND END
STATIONING. SEE LONGITUDINAL PROFILE FOR STATION AND ELEVATION.
15. USE GEOTEXTILE FABRIC FOR DRAINAGE TO SEAL GAPS BETWEEN LOGS.
16. PLACE VEGETATION TRANSPLANTS FROM TOE OF STREAMBANK TO TOP OF
STREAMBANK.
17. SEE TYPICAL SECTION FOR CHANNEL DIMENSIONS.
LOG STEP POOL
NOT TO SCALE
7
WATER & LAND
SOLUTIONS
7721 Six Forks Rd., Suite 130
Raleigh, NC 27615
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B FINAL MIT PLAN 8-16-19
NO. DESCRIPTION DATE
PROJECT NAME
HOLLOWELL
MITIGATION
PROJECT
WAYNE COUNTY, NC
DRAWING INFORMATION
PROJECT NO.:
17-002
FILENAME :04-V HOLLOWELL NOIGATION BANK DE'A1L SHEEf$.OWG
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DATE:
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90
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WAYNE COUNTY, INC
DRAWING INFORMATION
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80
80
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GRAPHIC SCALE
SHEET NAME
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38+00 39+00
40+00 41+00
42+00
43+00 44+00 45+00
19

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3-25-19
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B FINAL MIT PLAN
8-16-19
D.B 2666, PG. 840
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\- — P.I.N.: 2568-55-025
NO. I DESCRIPTION
DATE
p
90
90
PROJECT NAME
HOLLOWELL
MITIGATION
PROJECT
WAYNE COUNTY, NC
DRAWING INFORMATION
PROJECT NO.: 17-002
80
80
FILENAME :0822 HOLLOYrELLMI➢GAiION BANK PLAN ANDPROFILEDWG
DESIGNED BY: KMV
DRAWN BY: APL
DATE: 8-16-19
HORIZ. SCALE: 111=11
VERT. SCALE :
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30 15 0 30 60
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SHEET NAME
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WLS ENGINEERING, PLLCBY
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A DRAFT MIT PLAN
3-25-19
B FINAL MIT PLAN
8-16-19
DESCRIPTION
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V_ V_ V_ V_ V_ V_NO.
100
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90
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3-25-19
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DRAWING INFORMATION
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PLANTING NOTES
1. THE FOLLOWING TABLES LIST THE PROPOSED VEGETATION SPECIES
SELECTION FOR THE PROJECT REVEGETATION. THE TOTAL PLANTING AREA
IS APPROXIMATELY 54 ACRES AND WILL VARY BASED ON SITE CONDITIONS
AND AREAS DISTRUBED DURING CONSTRUCTION.
2. FINAL VEGETATION SPECIES SELECTION MAY CHANGE DUE TO REFINEMENT
OR SPECIES AVAILABILITY AT THE TIME OF PLANTING. SPECIES
SUBSTITUTIONS WILL BE COORDINATED BETWEEN ENGINEER AND PLANTING
CONTRACTOR PRIOR TO THE PROCUREMENT OF PLANT/SEED STOCK.
3. IN GENERAL, WOODY STEM SPECIES SHALL BE PLANTED AT A DENSITY OF 680
STEMS PER ACRE AND A MINIMUM OF 50 FEET FROM THE TOP OF STREAMBANKS,
FLOODPLAINS, AND WETLANDS TO THE REVEGETATION LIMITS. EXACT PLACEMENT
OF THE SPECIES WILL BE DETERMINED BY THE CONTRACTOR'S VEGETATION
SPECIALIST PRIOR TO SITE PLANTING AND BASED ON THE WETNESS
CONDITIONS OF PLANTING LOCATIONS.
4. SUPPLEMENTAL PLANTING ACTIVITIES SHALL BE PERFORMED WITHIN THE
CONSERVATION EASEMENT USING NATIVE SPECIES VEGETATION DESCRIBED
IN RIPARIAN BUFFER PLANT MIXTURE.
5. ANY INVASIVE SPECIES VEGETATION, SUCH AS CHINESE PRIVET ( LIGUSTRUM
SINENSE) AND MULTIFLORA ROSE (ROSA MULTIFLORA ) WILL BE INITIALLY
TREATED AS DESCRIBED IN THE CONSTRUCTION SPECIFICATIONS PRIOR TO
PLANTING ACTIVITIES TO ALLOW NATIVE PLANTS TO BECOME ESTABLISHED
WITHIN THE CONSERVATION EASEMENT.
6. LARGER NATIVE TREE SPECIES TO BE PRESERVED WILL BE FLAGGED BY THE
ENGINEER PRIOR TO CONSTRUCTION ACTIVITIES. ANY TREES HARVESTED
FOR WOODY MATERIAL WILL BE UTILIZED TO PROVIDE BED AND BANK
STABILIZATION, COVER AND/OR NESTING HABITAT.
7. ALL DISTURBED AREAS WILL BE STABILIZED USING MULCHING AND SEEDING
AS DEFINED IN THE CONSTRUCTION SPECIFICATIONS AND THE APPROVED
SEDIMENTATION AND EROSION CONTROL PLANS.
PLANTING SCHEDULE
TEMPORARY SEEDING
SCHEDULE
Planting Dates
Botanical Name
% Proposed
Application
Rate (lbs/acre)
Botanical Name
Common Name
for Planting
Wetland
March
Tolerance
by Species
Tolerance
Riparian Buffer Bare Root Plantings — Overstory
(Proposed 8'x 8' Planting Spacing @ 680 Stems/Acre)
Betula nigra
River birch
7%
FACW
Dichanthelium
Deer tongue
15%
1.5
ennsy
plvanica
ennsy
Green Ash
7%
FACW
Platanus occidentalis
American
Carex vulpinoidea
Fox sedge
10%
2.3
7%
FACW
Hop sedge
sycamore
2.3
OBL
Quercus nigra
Water Oak
5%
FAC
Liriodendron tulipifera
Tulip -poplar
7%
FACU
Quercus alba
White oak
5%
FACU
Nyssa biflora
Swamp black
FACW+
Schizachyrium
Little blue stem
5%
OBL
scoparlum
gum
°
10%
0.8
Quercus bicolor
Swamp white
5%
FACW
0.8
oak
dactyloides
gamagrass
Taxodium distichum
Bald Cypress
5%
OBL
Quercus phellos
Willow Oak
5%
FACW
Riparian Buffer Bare Root Plantings — Understory
(Proposed 8'x 8' Planting Spacing @ 680 Stems/Acre)
Clethra alnifolia
Sweet
Pepperbush
6%
FACW
Carpinus caroliniana
Ironwood
6%
FAC
Persea palustris
Red bay
6%
FACW
Eubotrys racemosus
Swamp
doghobble
6%
FACW
Magnolia virginiana
Sweetbay
magnolia
6%
FACW
Cyrilla racimiflora
Titi
6%
FACW
Itea virginica
Sweetspire
6%
FACW
Riparian Buffer Live Stake Plantings - Streambanks
(Proposed 2'-3' Spacing @ Meander Bends and 6'-8' Spacing @
Riffle Sections)
Cephalanthus
Buttonbush 20%
OBL
occidentalis
Salix sericea
Silky Willow 30%
OBL
Salix nigra
Black Willow 10%
OBL
Sambucus
Elderberry 30%
FACW-
canadensis
TEMPORARY SEEDING
SCHEDULE
Planting Dates
Botanical Name
Common Name
Application
Rate (lbs/acre)
September to
Secale cereale
Rye Grain (Cool
130
March
Tolerance
Season)
Riparian Buffer Areas
April to August
Urochloa ramosa
Browntop Millet (Warm
Season)
40
PERMANENT SEEDING
SCHEDULE
Botanical Name
Common
Proposed
for Planting
Seeding Rate
Wetland
Name
by Species
(Ib/acre)
Tolerance
Permanent Herbaceous Seed Mixture — Streambank, Floodplain, Wetlands and
Riparian Buffer Areas
(Proposed Seed Rate @ 15 lbs/acre)
Andropogon gerardii
Big blue stem
10%
1.5
FAC
Dichanthelium
Deer tongue
15%
1.5
FACW
clandestinum
Carex vulpinoidea
Fox sedge
10%
2.3
OBL
Carex lupulina
Hop sedge
5%
2.3
OBL
Elymus virginicus
Virginia wild rye
15%
1.5
FAC
Juncus effusus
Soft rush
15%
2.3
FACW+
Panicum virgatum
Switchgrass
5%
1.5
FACW+
Schizachyrium
Little blue stem
scoparlum
°
10%
0.8
FACU
Tripsacum
Eastern
°
5%
0.8
FAC+
dactyloides
gamagrass
Sorghastrum nutans
Indiangrass
10%
0.8
FACU
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\A/ATEA & LAND
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7721 Six Forks Rd., Suite 130
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NO. DESCRIPTION DATE
PROJECT NAME
HOLLOWELL
MITIGATION
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WAYNE COUNTY. NC
DRAWING INFORMATION
PROJECT NO.: 17-002
FILENAME : U HOILOWELLMITIGnONMW-REVEGETAIONPI"DWO
DESIGNED BY: KMV
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DATE: 8-16-19
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SHEET NUMBER
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PLANTING ZONES
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ENGINEERING SERVICES BY
WLS ENGINEERING, PLLC
FIRM LICENSE NO. P-1480
REVISIONS
A DRAFT MIT PLAN 3-25-19
B FINAL MIT PLAN 8-16-19
NO. I DESCRIPTION I DATE
PROJECT NAME
HOLLOWELL
MITIGATION
PROJECT
WAYNE COUNTY. NC
DRAWING INFORMATION
PROJECT NO.: 17-002
FILENAME :3443_HOLLOWELL MOIOATION BAN( GBADNG PIANS, DWG
DESIGNED BY: KMV
DRAWN BY: APL
DATE: 8-16-19
HORIZ. SCALE: 1"=1.
VERT.SCALE: N/A
NORTH
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GRADING
PLAN
SHEET NUMBER
43