20180181 Ver 1_FINAL MIT PLAN_20191122

SCARBOROUGH MITIGATION PROJECT
VICINITY MAP
N.T.S.
PROJECT
LOCATION
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WAYNE COUNTY, NC
NEUSE RIVER BASIN (CU 03020202)
USACE ACTION ID # SAW-2017-02527
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)
2,808
1
2,808
UT1-R2
Stream Restoration (PIIPII)
1.861
1
1.861
UT1-R3
Stream Restoration (Pit)
1,485
1
1,485
UT1A
Stream Restoration (PI)
241
1
241
UT1B
Stream Restoration (HW/PI)
1,166
1
1,166
UT2 (upper)
istrearn Enhancement (HINIPI)
1 586
1 4
1 147
UT2 (lower)
Stream Restoration (HWtPo
1,712
1 1
1,712
UT3
Stream Restoration (HWIPI)
1,483
11
11,483
Total
11,342
10'i
Note 1: No mitigation credits were calculated outside the conservation easementboundarles.
Note 2: Headwater (HVO stream mitigation credits were calculated using valley length.
Project Wetland
Area
Type of Mitigation
Proposed Wetland
Acreage (AC)
Mitigation Ratio
(X:1)
Proposed Wetland
Mitigation Credits (WMCs)
W1
Wetland Preservation
2.15
10
0.21
WS
Wetland Preservation
1.18
10
0.12
SW1
Wetland Re-establishment
10T40
1
10T40
SW2
Wetland Enhancement
7.92
3
2.64
Total 118.65 110.37
Note 1: No mitigation credits were calculated outside the conservation easement boundaries.
Note 2: No wetland mitigation credits were calculated within the 100-foot wade NW stream corridor.
SHEET INDEX
1
COVER SHEET
2
LEGEND/CONSTRUCTION
SEQUENCE /GENERAL
NOTES
3
TYPICAL SECTIONS
4-7
DETAILS
8-24
PLAN AND PROFILE
25-29
REVEGETATION PLAN
30-48
GRADING PLAN
RING _
— — — — — --v1------ — — — — — — — — — — -
1 ■
1 ■ I 1 1 \ ■ 1 � \, 1 i � ■ 1
1 ■ 1 1 \■ 1 1 / ,� / 1 ■ 1
1 • 1 1 � � 1 '�� 1 , ' 1 ■ 1
3 � 1 ,'• i r 1
1 ■ 7,:
1■ END CONSTRUCTION UT1-R3
■ � 11 � _ _ 1 , "i 1 ■ 1 44
STATION 72+44.68
1 ■ � 1 1 1 1 1 , • 1 ■ 1
1 ; u i 1 1 1 ■ 1 � ,,; ; 4, ; 1 1 1 1 1 I CONST UCTION UT3 A, 1 1
1 ■ I 1 \• BEGIN CONSTRUCTION U IFIB A 7 ,'� , ■ BEGIN CONSTRUCTION UT1-R3
o -- � TON10+0.00
1 ■ 1 1 STATION 10+00.00 1 ■ 1 j>, �\ 1 1 STATION 57+60.05
1 1 1 1 ,� 1
F---■Jai— --———r——————————— y---------------- — M�---- 16-----------L — — — — — — T===1
■ Gam/ 31 , '> r•` ® ---- 1 END CONSTRUCTIONUTI-R2
1 ■,Q- ■ 1 , ■ , STATION 56+84.53
1 ,I 0 1 , • 1
1 t END CON3TRUCTION UT3 / n\ 1 1 ■ ,
33 ' \ 1 1 , ■ STATION +82.53 , p'� ♦p1 r' j ■ 1
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1 i YSTATION 32+98.10
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1 IN 1 a ♦ l i s1 ■
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♦ l 1�
BEGIN CONSTRUCTMUT1-R1 �-y "�\� / �\ `UTi_RI� e ` Tl ♦♦ �♦ ■ 1y� 1 ' I I 1 END CONSTRUCT N UT1-R1
IN
STATI(�1 10+15.18 l ♦ j/ 1 ♦ ��♦ 1 , / 1 r-
I , BEGIN CONSTRU ION UT1-R2
■ 1� ♦♦ l� i 1 ♦ �1 ♦ ■x♦ �. , /� t-E -7 1 1 STATION 38+22.67■
; 1 - 7 1 `���T / sue' ` I��ri`` � ��Be�s ; 0 � R ��jj 1 \\. ■
■ 1/ 1 s 1 I 1 ��_�
■ ,� / �,1� ■ IR I , END CONSTRUCTION UT2(UPPER)-
■ 1 1 / ■ T ♦R BEGIN CONSTRUCTION UT2(LOWER) ■
■ L--------e----J-------------- �L----■- +-f\-\ri�L- ----J STATION15+86.50 ; \
END CONSTRUCTION UT16•�..r-"'- "�-;/-.�° ■ �-.-� i --}r \ 1 ; \- —
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■ A STATION 10+00.00 ■ 1 ,' j ■
2 .
■ �T F END CONSTRUCTION UT1A ; 1 �'`� \ ■ /
■ -\ o , STATION 12+41 Rl ■ 1 . ■
���-UT1-R1 IN CONSTRUCTION UT2 UPPER 1—/
■ �� STATION 30+06.29 ■ , A XON0+00.00 / ■
� ,
WATER & LAND
SOLUTIONS
7721 Six Forks Rd., Suite 130
Raleigh, NC 27615
[phone]
waterlandsolutions.com
PROJECT ENGINEER
_
C ARC 0/
:s16
.G I N'E J\,`` 4`
ENGINEERING SERVICES BY
\AILS ENGINEERING, PLLC
FIRM LICENSE NO. P-1480
REVISIONS
A DRAFT MIT PLAN 6-14-19
B FINAL MIT PLAN 11-22-19
NO. DESCRIPTION DATE
PROJECT NAME
SCARBOROUGH
MITIGATION
PROJECT
WAYNE COUNTY, NC
DRAWING INFORMATION
PROJECT NO.: 17-003
FILENAME: 01_SCARBOROUGH IAITIGATION COVER.DPIC
DESIGNED BY: KMV
DRAWN BY: APL
DATE : 11-22-19
HORIZ. SCALE: V=800'
VERT. SCALE: NIA
L.
NORTH
350 175 0 350 700
GRAPHIC SCALE
SHEET NAME
COVER
SHEET
SHEET NUMBER

LEGEND
ROOTWAD
LOG VANE
0 LOG WEIR
ee
0
e CONSTRUCTED STONE RIFFLE
ie
11 CONSTRUCTED LOG RIFFLE
" GEOLIFT W/TOEWOOD
­=>==>==>==>==> PROPOSED OUTLET CHANNEL
- FP FP 100 YEAR FLOOD PLAIN
OPEL EXISTING OVERHEAD ELECTRIC
TEMPORARY STREAM CROSSING
CE CE PROPOSED CONSERVATION
EASEMENT BOUNDARY
- - - -100- - - - EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
101 PROPOSED MINOR CONTOUR
- GF C/F -
CUTIFILL LIMITS
-WLB WILD -
EXISTING WETLAND BOUNDARY
EXISTING WOODUNE
PROPOSED TOP OF STREAM BANK
- - - -
EXISTING PROPERTY BOUNDARY
EXISTING FENCE
15+00
- -
PROPOSED CENTERLINE (THALWEG)
TP TP
PROPOSED TREE PROTECTION FENCE
EXISTING FARM PATH
PROPOSED ACCESS PATH
y+iy
EXISTING TREE
CHANNEL BLOCK/DITCH PLUG
CHANNEL FILLIDITCH FILL
EXISTING STRUCTURE
IIryWLB W W WLB
I W W W� EXISTING WETLAND AREA
9lTit *lM
CONSTRUCTION SEQUENCE
THE ENGINEER WILL PROVIDE CONSTRUCTION OBSERVATION DURING THE CONSTRUCTION PHASE OF
THIS PROJECT. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE USED DURING PROJECT
CONSTRUCTION IMPLEMENTATION. PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES,
NOTIFICATION OF AND RECEIPT OF THE CERTIFICATE OF APPROVAL MUST BE RECEIVED FROM NCDEQ-
LAND QUALITY SECTION. THE CONTRACTOR SHALL CALL NC DEC) LQS AT 919-791-4200 TO SCHEDULE A
PRE CONSTRUCTION MEETING AT LEAST 72 HOURS PRIOR TO PROJECT ACTIVATION. THE
CONTRACTOR SHALL REFER TO THE APPROVED EROSION AND SEDIMENTATION CONTROL PERMIT AND
CORRESPONDING PLANS AND TECHNICAL SPECIFICATIONS FOR SPECIFIC CONSTRUCT ON
SEQUENCING ITEMS AND SHALL BE RESPONSIBLE FOR FOLLOWING THE APPROVED PLANS AND PERMIT
CONDITIONS.
1. THE CONTRACTOR SHALL NOTIFY (NC 811) (1-800-632-4949) BEFORE ANY EXCAVATION BEGINS.
ANY UTILITIES AND RESPECTIVE EASEME TS SHOWN ON THE PLANS ARE CONSIDERED
APPROXIMATE AND THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES AND ADJOINING EASEMENTS
AND SHALL REPAIR OR REPLACE ANY DAMAGED UTILITIES AT HIS/HER OWN EXPENSE.
2. THE CONTRACTOR SHALL PREPARE STABILIZED CONSTRUCTION ENTRANCES HAUL ROADS
AND SHALL MOBILIZE EQUIPMENT, MATERIALS, PREPARE STAGING AREA($) AND STOCKPILE
AREA(S) AS SHOWN ON THE PLANS. HAUL ROADS SHALL BE PROPERLY MAINTAINED AT ALL
TIMES DURING CONSTRUCTION.
3. CONSTRUCTION TRAFFIC SHALL BE RESTRICTED TO THE AREA DENOTED AS LIMITS OF
DISTURBANCE OR HAUL ROADS AS SHOWN ON THE PLANS.
4. THE CONTRACTOR SHALL INSTALL TEMPORARY ROCK DAMS AT LOCATIONS INDICATED ON THE
PLANS.
5. THE CONTRACTOR SHALL INSTALL TEMPORARY SILT FENCE AROUND THE STAGING AREA(S).
TEMPORARY SILT FENCING WILL ALSO BE PLACED AROUND THE TEMPORARY STOCKPILE
AREAS AS MATERIAL IS STOCKPILED THROUGHOUT THE CONSTRUCTION PERIOD.
6. THE CONTRACTOR SHALL INSTALL ALL TEIAPORARY AND PERMANENT STREAM CROSSINGS AS
SHOWN ON THE PLANS IN ACCORDANCE WITH THE APPROVED SEDIMENTATION AND EROSION
CONTROL PERMIT. THE EXISTING CHANNEL AND DITCHES ON SITE WILL REMAIN OPEN DURING
THE INITIAL STAGES OF CONSTRUCTION TO ALLOW FOR DRAINAGE AND TO MAINTAIN SITE
ACCESSIBILITY.
7. THE CONTRACTOR SHALL CONSTRUCT ONLY THE PORTION OF CHANNEL THAT CAN BE
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
EACH WORK DAY, WITH THE REQUIREMENT OF ESTABLISHING TEMPORARY AND PERMANENT
GROUND COVER THROUGH VEGETATION ESTABLISHMENT.
8. THE CONTRACTOR SHALL CLEAR AND GRUB AN AREA ADEQUATE TO CONSTRUCT THE STREAM
CHANNEL AND GRADING OPERATIONS AFTER ALL EROSION AND SEDIMENTATION MEASURES
HAVE BEEN INSTALLED AND APPROVED. IN GENERAL, THE CONTRACTOR SHALL WORK FROM
UPSTREAM TO DOWNSTREAM AND IN -STREAM STRUCTURES AND CHANNEL FILL MATERIAL
SHALL BE INSTALLED USING A PUMP -AROUND OR FLOW DIVERSION MEASURE AS SHOWN ON
THE PLANS.
9. CONTRACTOR SHALL BEGIN CHANNEL CONSTRUCTION UPSTREAM AND PROCEED IN A
DOWNSTREAM DIRECTION WITH CONSTRUCTION. THE DESIGN CHANNEL SHOULD BE
CONSTRUCTED OFFLINE AND/OR IN THE DRY WHENEVER POSSIBLE. THE CONTRACTOR SHALL
EXCAVATE AND CONSTRUCT THE PROPOSED CHANNEL TO PROPOSED DESIGN GRADES AND
SHALL NOT EXTEND EXCAVATION ACTIVITIES ANY CLOSER THAN WITHIN 10 FEET
(HORIZONTALLY) OF THE TOP OF EXISTING STREAM BANKS IN ORDER TO PROTECT THE
INTEGRITY OF THE EXISTING STREAM CHANNEL UNTIL ABANDONMENT.
10. THE CONTRACTOR WILL CONTINUE CONSTRUCTION BY EXCAVATING CHANNEL FILL MATERIAL.
THE CONTRACTOR MAY FILL NON JURISDITRIONAL DITCHES WHICH DO NOT CONTAIN ANY
WATER DURING THE GRADING OPERATIONS. ALONG STREAM REACHES EXCAVATED MATERIAL
SHOULD BE STOCKPILED IN AREAS SHOWN ON THE PLANS. IN ANY AREAS WHERE EXCAVATION
DEPTHS WILL EXCEED 10 INCHES, TOPSOIL SHALL BE HARVESTED, STOCKPILED AND PLACED
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
CONSTRUCTION SPECIFICATIONS.
11. AFTER EXCAVATING AND CONSTRUCTING THE PROPOSED CHANNEL TO PROPOSED DESIGN
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
FLOW PER APPROVAL BY THE ENGINEER.
12. STREAM FLOW WILL BE DIVERTED BACK INTO THE CONSTRUCTED CHANNEL ONCE THE
RESTORED STREAM CHANNEL AND ASSOCIATED RIPARIAN AREA HAS BEEN STABILIZED, AS
DETERMINED BY THE ENGINEER AND IN COMPLIANCE WITH APPROVED PERMIT REQUIREMENTS.
ONCE STREAM FLOW IS RETURNED TO A RESTORED STREAM CHANNEL REACH, THE
CONTRACTOR SHALL IMMEDIATELY BEGIN PLUGGING, FILLING, AND GRADING THE ASSOCIATED
ABANDONED REACH OF STREAM CHANNEL, AS INDICATED ON PLANS, MOVING IN A
DOWNSTREAM DIRECTION TO ALLOW FOR POSITIVE AND ADEQUATE DRAINAGE OF THE
ABANDONED CHANNEL REACH. STREAM FLOW SHALL NOT BE DIVERTED INTO ANY SECTION OF
RESTORED STREAM CHANNEL PRIOR TO THE COMPLETION OF THE CONSTRUCTION OF THAT
REACH OF PROPOSED CHANNEL, INCLUDING, BUT NOT LIMITED TO FINAL GRADING,
STABILIZATION WITH TEMPORARY AND PERMANENT SEEDING AND ALL REQUIRED
AMENDMENTS, MULCHING, VEGETATION TRANSPLANT INSTALLATION, INSTREAM STRUCTURE
INSTALLATION, BIOENGINEERING INSTALLATION, AND COIR FIBER MATTING INSTALLATION.
13. THE RESTORED CHANNEL SECTIONS SHALL REMAIN OPEN AT THEIR DOWNSTREAM END TO
ALLOW FOR DRAINAGE DURING RAIN EVENTS.
14. ALL GRADING ACTIVITIES ADJACENT TO THE STREAM CHANNEL AND RIPARIAN AREAS SHALL BE
COMPLETED PRIOR TO DIVERTING STREAM FLOW INTO THE RESTORED STREAM CHANNEL
REACHES. ONCE CONSTRUCTION IS COMPLETED ON A REACH OF PROPOSED STREAM
CHANNEL, ADDITIONAL GRADING ACTIVITIES SHALL NOT BE CONDUCTED WITHIN 10 FEET
(HORIZONTALLY) OF THE NEWLY RESTORED STREAM CHANNEL BANKS. THE CONTRACTOR
SHALL NOT FINALIZE GRADE OR ROUGHEN AREAS WHERE REQUIRED EXCAVATION ACTIVITIES
HAVE NOT BEEN COMPLETED.
15. ONCE CONSTRUCTION IS COMPLETE WITHIN A PUMP -AROUND WORK AREA OR CONSTRUCTION
WORK PHASE LIMIT., THE CONTRACTOR SHALL APPLY TEMPORARY SEEDING TO ANY AREAS
DISTURBED DURING CONSTRUCTION WITHIN HOURS. ALL SLOPES STEEPER THAN 3:1 SHALL BE
STABILIZED WITH GROUND COVER AS SOON AS BRACT CABLE WITH 7 CALENDAR DAYS. ALL
OTHER DISTURBED AREAS AND SLOPES FLATTER THAN 3:1 SHALL BE STABILIZED WITHIN 14
CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
16. PERMANENT GROUND COVER SHALL BE ESTABLISHED FOR ALL DISTURBED AREAS WITHIN 15
WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION
OF CONSTRUCTION. ALL DISTURBED AREAS SHOULD HAVE ESTABLISHED GROUND COVER
PRIOR TO DEMOBILIZATION. REMOVE ANY TEMPORARY STREAM CROSSINGS AND TEMPORARY
EROSION CONTROL MEASURES. HAUL ROADS TO BE RESTORED TO A CONDITION EQUAL TO OR
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
DEMOBILIZATION CAN OCCUR. ALL WASTE MATERIAL MUST BE REMOVED FROM THE PROJECT
SITE.
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.
19. THE CONTRACTOR COMPLETE ALL REMAINING PLANTING ACTIVITIES, INCLUDING SHRUB AND
TREE PLANTING, REMAINING TRANSPLANT INSTALLATION, INSTALLATION OF REMAINING
BIOENGINEERING MEASURES. AND LIVE STAKE INSTALLATION, ACCORDING TO THE
CONSTRUCTION CONTRACT DOCUMENTS, INCLUDING THE APPROVED PERMIT, PLANS AND
TECHNICAL SPECIFICATIONS. THE CONTRACTOR SHALL COMPLETE THE RE -FORESTATION
PHASE OF THE PROJECT AND CONDUCT REMAINING PERMANENT SEEDING IN ACCORDANCE
WITH THE CONSTRUCTION CONTRACT DOCUMENTS, INCLUDING THE APPROVED PERMIT, PLANS
AND TECHNICAL SPECIFICATIONS.
20. THE CONTRACTOR SHALL ENSURE THAT THE SITE IS FREE OF TRASH AND LEFTOVER
CONSTRUCTION MATERIALS PRIOR TO DEMOBILIZATION FROM THE SITE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR OFF -SITE REMOVAL OF ALL TRASH, EXCESS BACKFILL, AND ANY
OTHER INCIDENTAL MATERIALS PRIOR TO DEMOBILIZATION OF EQUIPMENT FROM THE SITE.
THE DISPOSAL AND STOCKPILE LOCATIONS SELECTED MUST BE APPROVED TO THE ENGINEER
AND ANY FEES SHALL BE PAID FOR BY THE CONTRACTOR.
GENERAL NOTES
1. THE PROJECT SITE IS LOCATED APPROXIMATELY FOUR MILES SOUTHWEST OF
THE TOWN OF GOLDSBORO IN WAYNE COUNTY, NC (35.3211000',
-77.98972222°) AS SHOWN ON THE COVER SHEET VICINITY MAP. TO ACCESS
THE SITE FROM GOLDSBORO, TAKE US HIGHWAY 117 SOUTH (US-117 S)/US
HIGHWAY 13 SOUTH (US-13 S) FOR APPROXIMATELY 2 MILES. TURN LEFT ONTO
ARRINGTON BRIDGE ROAD AND CONTINUE APPROXIMATELY 3 MILES. TURN
RIGHT ONTO CASEY MILL ROAD AND CONTINUE APPROXIMATELY 0.2 MILES
AND ARRIVE AT THE SITE ENTRANCE ON THE RIGHT.
2. THE PROJECT SITE BOUNDARIES ARE SHOWN ON THE DESIGN PLANS AS THE
PROPOSED CONSERVATION EASEMENT. THE CONTRACTOR SHALL PERFORM
ALL RELATED WORK ACTIVITIES WITHIN THE PROJECT SITE BOUNDARIES
AND/OR WITHIN THE LIMITS OF DISTURBANCE (LOD). THE PROJECT SITE
SHALL BE ACCESSED THROUGH THE DESIGNATED ACCESS POINTS SHOWN ON
THE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING
PERMITTED ACCESS THROUGHOUT ALL CONSTRUCTION ACTIVITIES.
3. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS AND
MEASURES TO PROTECT ALL PROPERTIES FROM DAMAGE. THE CONTRACTOR
SHALL REPAIR ALL DAMAGE CAUSED BY HIS/HER OPERATIONS TO ALL PUBLIC
AND PRIVATE PROPERTY AND LEAVE THE PROPERTY IN GOOD CONDITION
AND/OR AT LEAST EQUIVALENT TO THE PRE -CONSTRUCTION CONDITIONS.
UPON COMPLETION OF ALL CONSTRUCTION ACTIVITIES, THE AREA IS TO BE
RESTORED TO A CONDITION EQUAL TO OR BETTER THAN FOUND PRIOR TO
CONSTRUCTION.
4. THE TOPOGRAPHIC BASE MAP WAS DEVELOPED USING SURVEY DATA
COLLECTED BY WITHERSRAVENEL, INC. (WR) IN THE SUMMER OF 2018. THE
HORIZONTAL DATUM WAS TIED TO NAD83 NC STATE PLANE COORDINATE
SYSTEM, US SURVEY FEET AND NAVD88 VERTICAL DATUM USING VHS
NETWORK AND NCGS MONUMENT. IT IS POSSIBLE THAT EXISTING
ELEVATIONS AND SITE CONDTIONS MAY HAVE CHANGED SINCE THE ORIGINAL
SURVEY WAS COMPLETED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
CONFIRM EXISTING GRADES AND ADJUST QUANTITIES, EARTHWORK, AND
WORK EFFORTS AS NECESSARY.
5. THE CONTRACTOR SHALL VISIT THE CONSTRUCTION SITE AND THOROUGHLY
FAMILIARIZE HIM/HERSELF WITH ALL EXISTING CONDITIONS. PRIOR TO
BEG NNING CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE
ACCURACY AND COMPLETENESS OF THE CONSTRUCTION SPECIFICATIONS
AND DESIGN PLANS REGARDING THE NATURE AND EXTENT OF THE WORK
DESCRIBED.
6. THE CONTRACTOR SHALL BRING' ANY DISCREPANCIES BETWEEN THE
CONSTRUCTION PLANS AND SPECIFICATIONS AND/OR FIELD CONDITIONS TO
THE ATTENTION OF THE SPONSORS ENGINEER BEFORE CONSTRUCTION
BEGINS.
7. THERE SHALL BE NO CLEARING OR REMOVAL OF ANY NATIVE SPECIES
VEGETATION OR TREES OF SIGNIFICANCE, OTHER THAN THOSE INDICATED ON
THE PLANS OR AS DIRECTED BY THE ENGINEER.
8. THE CONTRACTOR SHALL EXERCISE CARE DURING GRADING ACTIVITIES IN
THE VICINITY OF NATIVE VEGETATION AND TREES OF SIGNIFICANCE AT THE
CONSTRUCTION SITE. ALL GRADING IN THE VICINITY OF TREES NOT
IDENTIFIED FOR REMOVAL SHALL BE MADE IN A MANNER THAT DOES NOT
DISTURB THE ROOT SYSTEM WITHIN THE DRIP LINE OF THE TREE.
9. WORK ACTIVITIES ARE BEING PERFORMED AS AN ENVIRONMENTAL
RESTORATION PLAN. THE CONTRACTOR SHALL MAKE ALL REASONABLE
EFFORTS TO REDUCE SEDIMENT LOSS, PROTECT PUBLIC SAFETY, AND
MINIMIZE DISTURBANCE OF THE SITE WHILE PERFORMING THE
CONSTRUCTION WORK. ALL AREAS SHALL BE KEPT NEAT, CLEAN, AND FREE
OF ALL TRASH AND DEBRIS, AND ALL REASONABLE PRECAUTIONS SHALL BE
TAKEN TO AVOID DAMAGE TO EXISTING ROADS, VEGETATION, TURF,
STRUCTURES, AND PRIVATE PROPERTY.
10. PRIOR TO START OF WORK, THE CONTRACTOR SHALL SUBMIT THE SOURCE
OF MATERIALS, INCLUDING AGGREGATES, EROSION CONTROL MATTING,
WOOD AND NATIVE PLANTING MATERIAL TO THE ENGINEER FOR REVIEW AND
APPROVAL. NO WORK SHALL BE PERFORMED UNTIL THE SOURCE OF
MATERIAL IS APPROVED BY THE ENGINEER.
11. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR ANY
NECESSARY COORDINATION BETWEEN THE VARIOUS COUNTY. STATE OR
FEDERAL AGENCIES, UTILITY COMPANIES, HISHER SUB -CONTRACTORS; AND
THE ENGINEER FOR THE DURATION OF THE PROJECT.
12. PRIOR TO START OF WORK, THE CONTRACTOR SHALL SUBMIT THEIR
DETAILED PLANTING SCHEDULE TO THE ENGINEER FOR REVIEW. NO WORK
SHALL BE PERFORMED UNTIL THIS SCHEDULE IS APPROVED BY THE
ENGINEER. THE DETAILED PLANTING SCHEDULE SHALL CONFORM TO THE
PLANTING REVEGETATION PLAN AND SHALL INCLUDE A SPECIES LIST AND
TIMING SEQUENCE.
13. THE CONTRACTOR IS REQUIRED TO INSTALL IN -STREAM STRUCTURES AND
CULVERT PIPES USING A BACKHOE/EXCAVATOR WITH A HYDRAULIC THUMB
OF SUFFICIENT SIZE TO PLACE STRUCTURES AND MATERIALS INCLUDING
LOGS, STONE, AND TEMPORARY WOOD MAT STREAM CROSSINGS.
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 PLAN AND PROFILE, THE HEADWATER
VALLEY, STREAM AND 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 OFFSITE AS
APPROVED BY THE ENGINEER.
WATER & LAND
SOLUTIONS
7721 Six Forks Rd., Suite 130
Raleigh, NC 27615
[phone]
waterlandsolutions.com
PROJECT ENGINEER
� n
C A R
Q .
i•� 'ti �.
3r",16
'�'• �PHE R P VN'
1fjIJ1111►11W#
ENGINEERING SERVICES BY
WLS ENGINEERING, PLLC
FIRM LICENSE NO. P-1480
REVISIONS
A DRAFT MIT PLAN 6-14-19
B FINAL MIT PLAN 11-22-19
NO. DESCRIPTION DATE
PROJECT NAME
SCARBOROUGH
MITIGATION
PROJECT
WAYNE COUNTY, NC
DRAWING INFORMATION
PROJECT NO.: 17-003
FILENAME: 02 SCAR30ROUGH V.IITIGATION BANI( GENERFL NMESA'M
DESIGNED BY: KMV
DRAWN BY: APL
DATE : 11-22-19
HORIZ. SCALE: N/A
VERT. SCALE: NIA
SHEET NAME
LEGEND/
CONSTRUCTION
SEQUENCE/
GENERAL NOTES
SHEET NUMBER
2

EXISTING
GROUND
GROUND✓ f Wb 1
RIFFLE
N.T.S
EXIS
G ROI
EXISTING
GROUND
EXISTING
GROUND
GROUND y Wb
RIFFLE WITH BANKFULL BENCH
N.T.S
Reach Name
UT1-R2
UT1A
UT1-R3
Feature
Riffle
Pool
Riffle
Pool
Riffle
Pool
Width of Bankfull, Wbkf (ft)
10.5
13.0
5.4
7.1
11.0
14.0
Average Depth, Dbkf (ft)
0.8
1.1
0.4
O.6
0.8
1.2
Maximum Depth, D-Max (ft)
1.0
1.9
0.5
0.8
1.0
2.0
Width to Depth Ratio, bkf WID
13.0
11.4
14.0
12.9
13.0
11.5
Bankfull Area, Abkf (sq ft)
8.5
14.8
2.1
3.9
9.3
17.0
Bottom Width, Wb (ft)
6.5
2.6
2.9
2.7
6.8
3.0
EXISTING
Wbkf
GROUND
D-max V_
l \� LD-LnZv-
�z D-max }�
Wb J
PROPOSED
GROUND Wb PROPOSED
PROPOSED GROUND "Wb
GROUND
POOL
N.T.S
POOL WITH BANKFULL BENCH
N.T.S
SINGLE -THREAD CHANNEL
VALLEY BOTTOM WIDTH c VALLEY SIDE SLOPES
(APPROX. 20' TO 40') \ VARY BASED ON
\GRADING PLAN.
CHANNEL DEPTH ''
(APPROX. 0.3' TO 0.7')
CCr'TIrNKI A A
MULTI -THREAD CHANNELS
AVERAGE WIDTH = 2 TO 4 F
AVERAGE DEPTH = 0.3 TO 0
HEADWATER
CHANNEL
ALIGNMENT
GRADED VALLEY
ELEVATION PRIOR
TO ROUGHING
*1
PLAN VIEW OF MICROTOPOGRAPHIC PATTERN
HEADWATER (MULTI -THREAD) CHANNEL
NOT TO SCALE
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
BE SHAPED TO FORM SMOOTH TRANSITIONS.
5. UPON COMPLETION OF THE HEADWATER
CHANNEL FEATURES, APPLY MULCH;
TEMPORARY SEED AND PERMANENT SEED TO
THE CONSTRUCTED VALLEY IN ACCORDANCE
WITH THE TECHNICAL SPECIFICATIONS.
STEP POOL CHANNEL
N.T.S
WATER & LAND
SOLUTIONS
7721 Six Forks Rd., Suite 130
Raleigh, NC 27615
[phone]
waterlandsolutions.com
PROJECT ENGINEER
co A
,���IJ1111►®\��®
ENGINEERING SERVICES BY
WLS ENGINEERING, PLLC
FIRM LICENSE NO. P-1480
REVISIONS
A DRAFT MIT PLAN 6-14-19
R FINAL MIT PLAN 11-22-19
NO. DESCRIPTION DATE
ME
PROJECT NA
SCARBOROUGH
MITIGATION
PROJECT
WAYNE COUNTY, NC
DRAWING INFORMATION
PROJECT NO.:
17-003
FILENAME: 03 SCARBOROUGH
NI➢OA1101 BANK 7PICI
DESIGNED BY:
KMV
DRAWN BY:
APL
DATE :
11-22-19
HORIZ. SCALE:
N.T.S.
VERT.SCALE:
N.T.S.
SHEET NAME
TYPICAL
SECTIONS
SHEET NUMBER
3

TOP OF
STREAMBANK
�1
1
SCOUR
`I POOL
PLAN VIEW
COVERLOG
A
ROOTN(T AD YP.)
TRANSPLANTS
EROSION CONTROL MATTING
r BERM (0.5' MAX. HT.) BERM(S) TOP OF
D
RESTORED NOT TO EXTENBEYOND STREAMBANK
STREAMBANK LIMITS OF ROOTWADS.
7 BANKFULL STAGE
> 1 /2 OF ROOT MASS �� O ��� BA�FL_01,1;1�/��IS BELOW BASE FLOW -T\ �\;
ROOTWAD FFFFFFT
FL
ENTIRE ROOTWAD TRUNK IS COVER LOG
BELOW STREAMBED. (OPTIONAL)
SECTION A -A
ROOTWADS WITHOUT 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
FFFF
INVERT/ � \ NONWOVEN
GRADE POINT KGEOTEXTILE FABRIC
/ a` ARM ANGLE
I 20° TO 30' \
SCOUR
TOP OF STREAM BANK
INVERT FIL
ELEVATION
OW
SCOUR STREAMBED
POOL STONE BACKFILL
HEADER .� NON -WOVEN
LOG GEOTEXTILE FABRIC
FOOTER LOG 5' MINIMUM
SECTION A -A
IPOOL " \ 7 2/3 BANKFULL STAGE
FLOW— 4,bj0 T1�PE
PRM S`O
TOP OF STREAM BANK
BURY LOGS INTO
BANK AT LEAST 5'
Al ROOT WAD
(OPTIONAL)
RESTORED STREAMBED ELEVATION
HEADER
LOG
PLAN VIEW FOOTER LOG
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.
S. 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
Q
w
JO
B
-1.3X CHANNEL WIDTH
^I
SCOUR
POOL
BURYINTO
BANK 5'
MINIMUM
(TYP.)
I �,
B
INVERT
ELEVATION
PLAN VIEW
PROFILE B-B
TOP OF STREAM BANK
OF STREAM
BANK
SET INVERT ELEVATION
TRANSPLANTS
BASED ON DESIGN PROFILE
OR LIVE STAKES
CONTROL
MATTING
_17 gANKFULLSTAGE _
,yy
JEROSION
_p BASEFLOW /
BURYIN70
BANKS'
HEADER
LOG
MINIMUM SECTION
A -A FOOTER
LOG
A
a
NOTES:
1. LOGS SHOULD BE AT LEAST 12 INCHES IN DIAMETER, RELATIVELY STRAIGHT
HARDWOOD AND RECENTLY HARVESTED.
2. LOGS >24 INCHES IN DIAMETER MAYBE 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 31NCHES ABOVE THE INVERT ELEVATION.
4. CUT A NOTCH IN THE HEADER LOG APPROXIMATELY 30°h 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.
I
WATER & LAND
SOLUTIONS
7721 Six Forks Rd., Suite 130
Raleigh, NC 27615
[phone]
waterlandsolutions.com
PROJECT ENGINEER
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C ARC
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ENGINEERING SERVICES BY
MILS ENGINEERING, PLLC
FIRM LICENSE NO. P-1480
REVISIONS
A DRAFT MIT PLAN 6-14-19
B FINAL MIT PLAN 11-22-19
NO. DESCRIPTION DATE
PROJECT NAME
SCARBOROUGH
MITIGATION
PROJECT
WAYNE COUNTY, NC
DRAWING INFORMATION
PROJECT NO.:
17-003
FILENAME: 09? SGARBORDOGH V.IIIIGATION BANK DETNL SHEES.AP,G
DESIGNED BY:
KMV
DRAWN BY:
APL
DATE :
11-22-19
HORIZ. SCALE:
N.T.S.
VERT. SCALE:
N.T.S.
TOP OF STREAM BANK
INVERT--,— FLO W
ELEVATIO
STREAMBED
SCOUR
POOL
STONE BACKFILL
SHEET NAME
GEOTEXTILE
GEOTEXTILE FABRIC
HEADER LOG
FOOTERLOG
5'MINIMUM
PROFILE B-B D ETAI LS
LOG WEIR T NUMBER
NOT TO SCALE
SHEE
4

SECONDARY
AND WOODY DI
SET INVERT ELEVATION BASED
ON DESIGN PROFILE
TRANSPLANTS
TOP OF STREAM BANK
OR LIVE STAKES N CONTROL
MATTING
41$EROSIO
BANKFULL STAGE
BASEFLOWHEADER
LOG
�FOOTER
LOG
5' MINIMUM
5' MINIMUM
BURIED INTO
BURIED INTO
BANK
BANK
PRIMARY LOGS SPACE
EVERY 8'-12'
DE OF STREAM BANK
lP OF STREAM BANK
HEADER
LOG
KFILL WITH STREA/qy a F/OLN
ALLUVIUM /
1
• �M
LOGS
ELEVATION ., �.. �,. .-., .�.,
(TYPICAL) O 17
PLAN VIEW o
S' MINIMUM FOOTER`
NOTES:
1. PRIMARY LOGS SHOULD BE AT LEAST 12" OR MORE IN DIAMETER, RELATIVELY STRAIGHT, HARDWOOD BACKFILL N/ITH
AND RECENTLY HARVESTED AND EXTENDING INTO THE BANK 5' ON EACH SIDE. SUITABLE ON -SITE 24" MINIMUM DEF
2. SECONDARY LOGS SHOULD BEAT 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
SECONDARYLOGS
AND WOODY DEBRIS
5' MINIMUM
NOT TO SCALE
NO LIVE STAKES ON POINT BAR
LIVE STAKE
A TOP OF STREAMBANK
. .
�—
PLANT LIVE
STAKES FROM
O�
F
!
TOP OF STREAMBANK
\
TOP OF
STREAM BANK
TO TOE OF
THALWEG
\
STREAM BANK
IN A DIAMOND
s
SHAPED,
STAGGERED
PATTERN TO
SPECIFIED
SPACING
/
TOE OF STREAMBANK
RESTORED STREAMBED
TOE OF STREAMBANK
A
F TO B' SPACING
= Z TO 3' SPACING NO LIVE STAKES
LIVE STAKE SPACING PLAN VIEW
PLAN VIEW
OF STREAM BANK
SQUARE CUT TOP
BUDS FACING UPWARD
TOP OF STREAMBANK
VI
_p BANKFULL STAGE
3'LENGTH
LIVE CUTTING
�2'TO
LIVE STAKE
---LIVE
�
MINIMUM 112"
DIAMETER
TvvV���i
iii��i�ivv��
�A/AAA/AA TOE OF STREAMBANK
/.(\
ANGLE CUT 30 TO
45 DEGREES
RESTORED STREAMBED
/ /
\
BASEFLS7W
LIVE STAKE DETAIL
\
NOTES:
\%\%\%\%\%\%\%\%\%\%\%\%\%\%��\%\%\%\%\%\%\%\%\��
1. LIVE STAKES SHOULD BE CUT AND INSTALLED ON THE SAME DAY.
2. DO NOT INSTALL LIVE STAKES THAT HAVE BEEN SPLIT.
3. LIVE STAKES MUST BE INSTALLED WITH BUDS POINTING UPWARDS.
4. LIVE STAKES SHOULD BE INSTALLED PERPENDICULAR TO BANIK.
5. LIVE STAKES SHOULD BE 1/2 TO 2 INCHES IN DIAMETER AND 2 TO 3 FEET LONG.
SECTION A - A
6. LIVE STAKES SHOULD BE INSTALLED LEAVING 1/5 OF THE LENGTH OF THE LIVE
LIVE STAKING
STAKE ABOVE GROUND.
NOT TO SCALE
•
r
WATER & LAND
SOLUTIONS
7721 Six Forks Rd., Suite 130
Raleigh, NC 27615
[phone]
waterlandsolutions.com
PROJECT ENGINEER
�\\\\11111►�._
CAR:
,411�IJ1111►®���®
ENGINEERING SERVICES BY
N/LS ENGINEERING, PLLC
FIRM LICENSE NO. P-1480
REVISIONS
A DRAFT MIT PLAN 6-14-19
B FINAL MIT PLAN 11-22-19
NO. I DESCRIPTION DATE
PROJECT NAME
SCARBOROUGH
MITIGATION
PROJECT
WAYNE COUNTY, NC
DRAWING INFORMATION
PROJECT NO.: 17-003
FILENAME: 09? SCAEORDUGH V.IIIIGATION BANK DETNL SHEES.AP,G
DESIGNED BY: KMV
DRAWN BY: APL
DATE : 11-22-19
HORIZ. SCALE: N.T.S.
VERT.SCALE: N.T.S.
SHEET NAME
D ETAI LS
SHEET NUMBER
5

EXTEND WOODY DEBRIS MATERIAL
TO 1/4 BANKFULL WIDTH
TOP OF RESTORED STREAM BANK
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.)
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
11
DITCH PLUG WITH
COMPACTED BACKFILL
FIOVv
SCOUR 1 DITCH TO BE FILLED DITCH TOP OF BANK
\ POOL /
`r L FOUNDATION LOGS TO BE INSTALLED
AT ANGLES SHOWN BETWEEN 15-25'
BANKFULL STAGE ; _ _
HORIZONTAL SETBACK FOR LIFT IS
APPROX_ 1 FT.
SECTION A -A
POINT BAR
(SEE TYPICAL SECTIONS)
RESTORED STREAMBED
INSTALL FOUNDATION LOGS
SUCH THAT AT LEAST HALF OF
THE LOG DIAMETER IS BELOW
THE RESTORED STREAMBED
ELEVATION.
GEOLIFT W/ TOE WOOD
NOT TO SCALE
OF STREAM BANK
HEAD OF RIFFLE
INVERT ELEVATION
TOP OF STREAM BANK
1B" MIN. THICKNESS
STONE BACKFILL
TAIL OF RIFFLE
INVERT ELEVATION
NOTES:
1. DIG A TRENCH BELOW THE RESTORED STREAMBED
FOR THE STONE BACKFILL.
2. FILL TRENCH WITH CLASS WAND "B" STONE BACKFILL.
TOP OF STREAM BANK
�Z_ BANKFULL STAGE_ --
RIFFLE D... = MAX DEPTH
TOE OF STREAMBANK
EROSION CONTROL
16" MIN. THICKNESS MATTING SHOULD BE
STONE BACKFILL PLACED BENEATH STONE
BACKFILL
�SINKFUi
FLOW— _
_ TAIL OF RIFFLE
INVERTELEVATION —
� RIFFLE �
'L` \ p BASEFLON/
HEAD OF RIFFLE - b
INVERT ELEVATION
POOL
PROFILE B-B 1 S' MIN. THICKNESS
STONE BACKFILL
CONSTRUCTED STONE RIFFLE
NOT TO SCALE
INVERT ELEVATION
NOTES:
1. COMPACT DITCH PLUG MATERIAL FOR BACKFILL
USING HEAVY EQUIPMENT IN 101NCH LIFTS.
2. CONSTRUCT DITCH PLUG WITH COMPACTED SOIL USING
SUITABLE MATERIAL IN ACCORDANCE WITH THE TECHNICAL
SPECIFICATIONS.
3. PLACE FILL MATERIAL IN LOCATIONS SHOWN ON PLANS OR AS
DIRECTED BY ENGINEER TO ALLOT/ FOR SETTLING.
NEW STREAMBANK
SHALL BE TREATED AS
SPECIFIED IN PLANS
OPTIONAL ROOT WAD PLACEMENT
OR BANK PROTECTION AS
DIRECTED BY ENGINEER
PLAN VIEW
SECTION A -A
DITCH PLUG
NOT TO SCALE
CHANNEL TO BE
RELOCATED
TOP OF STREAMBANK
NE'N FLOvV DIRECTION
CHANNELBLOCK
'UiG?� ��✓�� � O<G�
PLAN VIEW
PLACE UNCOMPACTED FILL 1.5' \
ABOVE FINISHED GRADE
1
FINISHED GRADE
14PACTED
BACKFILL
OLD FLOW —
WATER & LAND
SOLUTIONS
7721 Six Forks Rd., Suite 130
Raleigh, NC 27615
[phone]
waterlandsolutions.com
PROJECT ENGINEER
AR
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.G I NEB':
v'•'• ER
14IJ1111►101
ENGINEERING SERVICES BY
MILS ENGINEERING, PLLC
FIRM LICENSE NO. P-1480
REVISIONS
A DRAFT MIT PLAN 6-14-19
B FINAL MIT PLAN 11-22-19
NO. DESCRIPTION DATE
PROJECT NAME
SCARBOROUGH
MITIGATION
PROJECT
WAYNE COUNTY, NC
DRAWING INFORMATION
PROJECT NO.:
17-003
FILENAME: 09? SCAEORDOGH V.IIIIGATION BANK DETNL SHEES.AP,G
DESIGNED BY:
KMV
DRAWN BY:
APL
DATE:
11-22-19
HORIZ. SCALE:
N.T.S.
VERT.SCALE:
N.T.S.
SHEET NAME
CHANNEL BOTTOM/J `
INVERT ELEVATION
NOTES:
1. COMPACT DITCH PLUG MATERIAL FOR BACKFILL
SECTION A -A
D ETAI LS
USING HEAVY EQUIPMENT IN 101NCH LIFTS.
2. CONSTRUCT DITCH PLUG WITH COMPACTED SOIL USING
SUITABLE MATERIAL IN ACCORDANCE WITH THE TECHNICAL
SPECIFICATIONS.
CHANNEL BLOCK
3. PLACE FILL MATERIAL IN LOCATIONS SHOWN ON PLANS OR AS
DIRECTED BY ENGINEER TO ALLOW FOR SETTLING.
NOT TO SCALE
SHEET NUMBER
6

TRANSPLANTED VEGETATION,
WITH ROOTMASS, AND SOIL
MATERIAL
TOP OF STREAM BANK
TOE OF STREAM BANK
RESTORED STREAMBED
LO PLAN VIEW OF STREAM BANK
TRANSPLANTED VEGETATION,
WITH ROOTASS, AND SOIL
MATERIAL
BANKFULL STAGE
BASE FLOW _
NOTES:
1. EXCAVATE A HOLE IN THE RESTORED STREAM BANK THATWILL
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
TRENCH LIMITS 24" MAX. TYP (TRENCH ONLY)
TOP OF STREAM BANK
EROSION CONTROL
MATTING TO BE
EXTENDED TO TOE
OF SLOPE
iD-D / 36" MAX. TYP
SMALL MATTING STAKES--LO L LARGE MATTING STAKES
A
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
TYPICAL LARGE MATTING STAKE
1.51N 3.51 CM
THICKNESS I1.51N 3.61 CM
TYPICAL SMALL MATTING STAKE
.X"
SMALL MATTING STAKES (TYP.)
I LEG LENGTH
11.00 IN 27.84 CM
HH
IN 3.18 CM
TOE OF STREAM BANK
HEAD THICKNESS
0.40 IN 1.02 CM
0.60 IN 1.52 CM TAPERED TO POINT
LEGTOTAL
/yj,�/j/
/v/T'./�/
LENGTHS1
12.00 IN 30.48 CM
p BASEFLOW
_
NOTES:
\
1. RESTORED STREAM BANKS MUST BE SEEDED AND
' ��/\\rj/�/j /\�j/�/�; �j\ // RESTORED STREAMBED
%\\j"\y\j\ \9,
MULCHED PRIOR TO PLACEMENT OF EROSION CONTROL
MATTING.
y
7
y//`//`//`//�//`//`//`//`//
2. SEE TECHNICAL SPECIFICATIONS FOR MATTING STAKE
�/�//\\��/�%�/�//\\\�///\\\��///%
SPACING REQUIREMENTS.
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.
EROSION CONTROL MATTING
NOT TO SCALE
WATER & LAND
SOLUTIONS
7721 Six Forks Rd., Suite 130
Raleigh, NC 27615
[phone]
waterlandsolutions.com
PROJECT ENGINEER
�\\\\I111I►�._
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v'•'• �PHE R
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ENGINEERING SERVICES BY
N/LS ENGINEERING, PLLC
FIRM LICENSE NO. P-1480
REVISIONS
A DRAFT MIT PLAN 6-14-19
B FINAL MIT PLAN 11-22-19
PLANTING METHOD USING THE
r NO. DESCRIPTION DATE
2" PROJECT NAME
7/77 %\ SCARBOROUGH
/\\TX,
MITIGATION
1. INSERT PLANTING BAR AS 2. REMOVE PLANTING BAR AND 3. INSERT PLANTING BAR PROJECT
SHOWN AND PULL HANDLE PLACE SEEDLING AT 21NCHES TOWARD
TOWARD PLANTER. CORRECT DEPTH. PLANTER FROM
SEEDLING.
0 WAYNE COUNTY, NC
DRAWING INFORMATION
PROJECT NO.: 17-003
FILENAME:09?SCARBOREOGH V.II1GATION BANK DETNL SHEES.DAG
\\//,\\Y//� �\ �\ �Y/ DESIGNED BY: KMV
\\\/ \//\/\j DRAW N BY : APL
DATE: 11-22-19
4. PULL HANDLE OF BAR 5. PUSH HANDLE FORWARD 6. LEAVE COMPACTION HORIZ. SCALE: N.T.S.
TOWARD PLANTER, FIRMING SOIL AT TOP. HOLE OPEN. WATER
FIRMING SOIL AT BOTTOM. THOROUGHLY. VERT.SCALE: N.T.S.
NOTES:
1. PLANT BARE ROOT VEGETATION TO THE WIDTH OF THE
BUFFER/PLANTING ZONE AS SHOWN ON THE PLANS.
DEFINED IN THE TECHNICAL SPECIFICATIONS.
2. ALLOW FOR 6-10 FEET SPACING BETWEEN PLANTINGS, AS eA"
3. LOOSEN COMPACTED SOIL
4. PLANT IN HOLES MADE BY A MATTOCK, DIBBLE, PLANTING BAR OR PLANTING BAG
OTHER APPROVED MEANS.
5. PLANT IN HOLES DEEP AND WIDE ENOUGH TO ALLOW THE ROOTS
SHEET NAME
TO SPREAD OUT AND DOWN WITHOUT J-ROOTING.
6. KEEP ROOTS MOIST WHILE DISTRIBUTING OR WAITING TO PLANT
BY MEANS OF WET CANVAS, BURLAP OR STRAW.
7. HEEL -IN PLANTS IN MOIST SOIL OR SAWDUST IF NOT PROMPTLY
PLANTED UPON ARRIVAL TO THE PROJECT SITE.
78. DURING PLANTING, SEEDLINGS SHALL BE KEPT IN A MOIST
DETAILS
CANVAS BAG OR SIMILAR CONTAINER TO PREVENT ROOT PLANTING BAR
SYSTEMS FROM DYING.
9. PLANTING BAR SHALL HAVE A BLADE WITH ATRIANGULAR CROSS
SECTION AND SHALL BE 12 INCHES LONG, 41NCHES WIDE AND 1
INCH THICK AT CENTER.
10. ALL SEEDLINGS SHALL BE PRUNED IF NECESSARY, SO THAT NO
SHEET NUMBER
ROOTS EXTEND MORE THAN 10INCHES BELOW THE ROOT
COLLAR.
BARE ROOT PLANTING DETAIL
7
NOT TO SCALE

l �
-------------- Nis/� /
— — \ c9
BEGIN CONSTRUCTION UT1-R1 (UPPER) `i/ ` 1 / /
STA. 10+15.18 \ /% / ' v
I N/F ,O I \
V)" WATER AND LAND SOLUTIONS, LLC — '� / \ 7
0x 7 D.B. 3427, PG. 65
P.I.N.:3507-13-2313
PROPOSED HEADWATER
\ 77x \ VALLEY BOTTOMWIDTH(TYP.)00
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\ \ \ INSTALL CONSTRUCTED LOG / - ` , }
\ \ RIFFLE (TYP.) / `•
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CONSERVATION �II \ \ • \ — �/ 1 / /
EASEMENT (TYP.) l ` \ — —� / I I
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WATER & LAND
SOLUTIONS
7721 Six Forks Rd., Suite 130
Raleigh, NC 27615
(919)614-51 1 1
wat2rlar�dsalutions.com
PROJECT,�lyl���'R
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ENGINEERING SERVICES BY
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REVISIONS
A
DRAFT MIT PLAN
6-14-19
B
FINAL MIT PLAN
11-22-19
NO.
DESCRIPTION
DATE
80
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11-22-19
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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 150 ACRES AND
WILL VARY BASED ON SITE CONDITIONS AND AREAS
DISTRURBED 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 SPECIES SHALL BE PLANTED AT A
DENSITY OF 597 STEMS PER ACRE AND IN LOCATIONS SHOWN
ON THE REVEGETATION PLANS. 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 AND PER APPROVAL OF THE ENGINEER.
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 CHANNEL 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
% Proposed
Botanical Name
Common Name
for Planting
Wetland
by Species
Tolerance
Riparian Buffer Bare Root Plantings — Overstory
(Proposed 9' x 12' Planting Spacing @ 403 Stems/Acre)
Betula nigra
River birch
7%
FACW
Fraxinus
pennsylvanica
Green ash
4%
FACW
Platanus occidentalis
American
8%
FACW
sycamore
Quercus nigra
Water Oak
4%
FAC
Liriodendron tulipifera
Tulip tree
8%
FACU
Quercus alba
White oak
4%
FACU
Quercus michauxii
Swamp chestnut
4%
FACW
oak
Nyssa biflora
Swamp black
4%
OBL
gum
Quercus bicolor
Swamp white
4%
FACW
oak
Taxodium distichum
Bald cypress
4%
OBL
Quercus phellos
Willow oak
7%
FACW
Riparian Buffer Bare Root Plantings — Understory
(Proposed 15' x 15' Planting Spacing @ 194 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 vir_ginica
Sweetspire
6%
FACW
Riparian Buffer Live Stake Plantings - Streambanks
(Proposed 2'-3' Spacing @ Meander Bends and 6'-8' Spacing @
Riffle Sections)
Cephalanthus
Budonbush
20%
OBL
occidentalis
Salix sericea
Silky willow
30%
OBL
Salix nigra
Black willow
30%
OBL
Sambucus
Elderberry
20%
FACW-
canadensis
TEMPORARY SEEDING
SCHEDULE
Planting Dates
Botanical Name
Common Name
Application
Rate (Ibslacre)
September to
Secale cereale
Rye Grain (Cool
130
March
Season)
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
(lb/acre)
Tolerance
Permanent Herbaceous Seed Mixture — Streambank, Floodplain, Wetlands and
Riparian Buffer Areas
(Proposed Seed Rate @ 15 Ibslacre)
Andropogon gerardii
Big blue stem
10%
1.50
FAC
Dichanthelium
Deer tongue
15%
1.50
FACW
clandestinum
Carex vulpinoidea
Fox sedge
10%
2.25
OBL
Carex lupulina
Hop sedge
5%
2.25
OBL
Elymus virginicus
Virginia wild rye
15%
1.50
FAC
Juncos effusus
Soft rush
15%
2.25
FACW+
Panicum virgatum
Switchgrass
5%
1.50
FACW+
Schizachyrium
Little blue stem
10%
0.75
FACU
scoparium
Tripsacum
Eastern
dactyloides
gamagrass
°
5%
0.75
FAC+
Sorghastrum nutans
Indiangrass
10%
0.75
FACU
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7721 Six Forks Rd., Suite 130
Raleigh, NC 27615
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No. DESCRIPTION DATE
ME
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DRAWING INFORMATION
PROJECT NO.: 17-003
FILENAME: 25 P9 SCARKROUXHITIWONMIK K.ECEA➢TRA4O'A,G
DESIGNED BY: KMV
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DATE : 11-22-19
HORIZ. SCALE: NIA
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7721 Six Forks Rd., Suite 130
Raleigh, NC 27615
[phone]
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waterlandsolutions.com
PROJECT ENGINEER
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ENGINEERING SERVICES BY
WLS ENGINEERING, PLLC
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FIRM LICENSE NO. P-1480
REVISIONS
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DRAFT MIT PLAN
6-14-19
B
FINAL MIT PLAN
11-22-19
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NO. DESCRIPTION DATE
ME
PROJECT NA
SCARBOROUGH
MITIGATION
PROJECT
WAYNE COUNTY, NC
DRAWING INFORMATION
PROJECT NO.: 17-003
Ell ENAME:3048 CARBOROIIGHNI➢GA➢ONBANKGRADINGPLANS.L'i'G
DESIGNED BY: KMV
DRAWN BY: APL
DATE: 11-22-19
H ORIZ. SCALE : 1" = 80'
VERTSCALE: NIA
NORTH
40 20 0 40 80
GRAPHIC SCALE
SHEET NAME
GRADING
PLAN
SHEET NUMBER
W